r
REESE LIBRARY
OF THE
UNIVERSITY OF CALIFORNIA
ccession No.
THE PURIFICATION
OF
PUBLIC WATER
SUPPLIES
BY
JOHN W. HILL
1 1
CONSULTING ENGINEER
MEMBER AMERICAN SOCIETY OF CIVIL ENGINEERS, MEMBER AMERICAN WATER WORKS ASSOCIATION,
MEMBER AMERICAN PUBLIC HEALTH ASSOCIATION
NEW YORK
D. VAN NOSTRAND COMPANY
LONDON
E. & F. N. SPON, 125 STRAND
i
COPYRIGHT, 1898,
BY D. VAN NOSTRAND COMPANY.
TYPOGRAPHY BY C. J. PETERS & SON, BOSTON.
Plimpton pres
NORWOOD, MASS.
PREFACE.
THIS work is in continuation of a series of lectures and papers
on the Quality of Public Water Supplies, which the author has
had the honor to read before several scientific societies and uni-
versities during the past five years, and is intended to present in
a brief way, (i), the fact and causes of pollution of sources of
public water supply; (2), the effect of this pollution on the
typhoid fever rates of our larger cities ; and (3), to illustrate by
a few examples how the typhoid rates have been reduced by the
introduction of water from purer natural sources and by filtration
of polluted waters. In connection with the subject of water
quality, brief reference is made to the water bacteria, and some
data are given on the methods of construction and operation of
sand filters, together with the cost of filter construction in dif-
ferent water-works, and the cost per million gallons of water
treated.
The principal object in bringing out this work at the present
time is to impress upon city officials, health officers, and others
connected with or interested in works of public water supply, the
necessity of a more vigorous attack of the problems of "Water
Pollution," and "Purification of Water" intended for drinking and
other dietetic uses.
The statistics of population and typhoid fever death rates
(Appendix A) have been obtained from health officers, water-
works managers, and official published reports.
The author has endeavored to acknowledge all sources of
information in the body of the book ; but especial thanks are due
Dr. Dunbar of the Hamburg Hygienic Institute for several valu-
able original papers on water supply in Germany ; Mr. Rud Schro-
der, inspector of the Hamburg water-works, for much valuable
iv PREFACE.
information on the operation of these filters ; and Mr. Thomas
W. Boughen of Cincinnati, who by the author's request kindly
undertook to collect exact information upon the details of filter
construction and operation during a recent tour of Europe.
In the translation of German, French, and Spanish papers and
reports on European water-works and the hygiene of water, he
has had kind and valuable assistance from Dr. Philip Hillkowitz,
Charles E. Rasinsky, and Adolph G. Wulff, graduates of the Uni-
versity of Cincinnati. Valuable assistance has also been rendered
by Mr. Paul Hamilton, a graduate of the University of Michigan,
in the preparation of tabular matter on recent filter practice, etc.
All the illustrations, excepting Figs. 10, 11, and 12, were pre-
pared especially for this work by his son, Mr. Henry C. Hill, to
whom the author is also largely indebted for patient assistance,
and many valuable suggestions in connection with the experimen-
tal work and collation of authorities for matter which appears in
the book.
Chapter I. was originally read as a lecture before the Cincinnati
Section of the American Chemical Society at the Cincinnati Uni-
versity, Jan. 15, 1897 ; and Chapter II. was originally read as a lec-
ture before the Academy of Medicine, Cincinnati, May 3, 1897.
Chapter IX. was originally read as a paper on the "Sterilization of
Drinking- Water as a Means of Reducing the Typhoid Fever Rates "
at Buda-Pest, September, 1894.
j. w. H.
CINCINNATI, June, 1897.
CONTENTS.
CHAPTER I. PAGE
INTRODUCTION 1
Water the main constituent of the animal system. Difficulty of obtaining exact proof
of water quality. Modes of test admissible in physics not applicable to test of
water quality. Changes in character of water source by pollution. General confi-
dence in present standards of water quality still to be established. Absolutely
pure water not found in nature, nor is it essential for dietetic purposes. In the
light of present information cities are not justified in supplying polluted water
to consumers. Hygienic laboratory at Hamburg. Management of filters in Hol-
land. Sources of water supply to the cities of Manchester and Vienna. Work of
Massachusetts State Board of Health in behalf of public water supplies. The fil-
ters of London thirty years ago. Zymotic disease and prophylaxis. Transmission
of pathogenic organisms through the medium of water supply. Failure to find
the typhoid bacillus in polluted water not to be taken as evidence of its non-exist-
ence. Pure water cannot create disorders of the animal system. Pure water better
than purified water. Filtration cannot render water absolutely pure. Typhoid
fever rates of London, Munich, Berlin, Chicago, Pittsburg, Louisville. Habits
of people in the United States and Europe. Interest in water supplies of high
hygienic quality by the large cities of Europe.
CHAPTER II.
SOURCES OF PUBLIC WATER SUPPLY 14
Sources of water supply for cities. Hard water from limestone watersheds. Other
sources of water pollution than sewage. Professor E. Ray Lankester's opinion on
b. typhosus and b. colt communis. Rivers and lakes receiving surface drainage
cannot be regarded as uncontamihated water sources. Sources of satisfactory
water supply at high elevations of rare occurrence. Rivers constitute the largest
general source of water supply for cities. Dilution of sewage-polluted waters can-
not be depended upon for the removal of disease germs. Longevity of typhoid
bacillus in water. Sewage and garbage should not be disposed of in rivers and
lakes which constitute sources of water supply. Dr. G. Sims Woodhead on the
avoidance of surface drainage into the Thames. Professor Baumeister on the influ-
ence of dilution of sewage. Lakes subject to same sources of water pollution as
are rivers. Improvement of water quality by sedimentation. Experiments by
Dr. Miquel. Lake Zurich as a source of water supply. Self-purification of sewage-
polluted waters cannot be seriously entertained. Dr. Drown's experiments on
aeration of polluted waters. Theory of self-purification of rivers and lakes. Im-
pounding reservoirs not safe sources unless drainage ground is laid waste. Pollu-
VI CONTENTS.
PAGE
tion of dug wells. Ground water may be well purified before it is intercepted by
wells. The typhoid fever rates as an index of water quality. Feasibility of prevent-
ing direct sewage pollution of water sources. Filtration to be successful must meet
all the varying conditions of the unfiltered water. Failures in filtration due to
ignorance and carelessness. High rates of filtration not admissible. Deep driven
wells not always proper sources of water supply. Natural filtration through mate-
rials in the drift not always complete. Dr. Rosenau's investigation of deep well
water supplied to San Francisco. B. proteus vulgaris in driven well water. Dis-
trust of nearly all natural sources of water supply by foreign investigators. Chol-
era a disease not indigenous to this country. Typhoid fever the principal disease
to be restrained by pure water or water purification. Objection to water otherwise
pure, but high in mineral constituents. Sentiment against polluted water not as
strong as it should be. Tests of water quality. Comparison of water supplies of
Jersey City and Newark, N. J. Water supply of Lowell and Lawrence, Mass.
Dr. Rogers on causes of mountain fever. Mr. Preller on pollution of mountain
water by droppings from cattle. Many diseases of domestic animals are also
diseases of man. Water the only article of diet of universal use. Other causes
than water responsible for some typhoid epidemics, but polluted water is regarded
as the cause of high continuous typhoid rates.
CHAPTER III.
BACTERIAL CONTENTS OF VARIOUS WATERS 40
Causes of variation in numbers of bacteria from same source. Bacteria in cistern
water. Bacteria in Ohio River water. Longevity of pathogenic bacteria increased
by dilution of sewage. Bacterial contents of deep well water. Determinations by
Professor Sedgwick. Bacterial tests of deep well water by author. Bacteria in water
from Pasteur filters. Freudenrich's tests of Pasteur filters. Author's tests of
water from Pasteur filters. Stone disk and tube filters. Bacteria in water from
stone disk and tube filters. Influence of days of growth on numbers of bacteria in a
water sample. Spring waters. Bacterial examinations by Dr. Drown. Bacterial
examinations of spring water by Professor Sedgwick. Tests of the Ohio River
water in Parietti solution. Rainwater. Bacterial tests by Dr. Miquel. Bacterial
tests by author. Chemical contents of rainwater by Dr. Drown. Bacterial con-
tents of distilled water. Bacterial contents of a water suspected of sewage pol-
lution. Bacterial contents of water from small Anderson Iron Purifier and sand
filter. Bacteria in artificial ice. Bacteria in the air. Influence of sunlight on
bacteria in water.
CHAPTER IV.
THE TYPHOID BACILLUS AND TYPHOID FEVER 56
Properties of b. typhosus. Non-pathogenic organisms which resemble in some re-
spects b. typhosus. Comparison of b. typhosus. b. coll communis, and b. lactis
aerogenes. Experiments on b. typhosus and b. coli communis in sterilized milk.
B. coli communis and b. typhosus in polluted water. Dr. Alessi's experiments
with putrid gases on rats, guinea pigs and rabbits. Direct proof of the presence
of b. typhosus in a water supply not essential. Sanarelli's papers on the etiol-
ogy of typhoid fever. Typhotoxin. Dr. Jordan on the identification of the
typhoid bacillus. Mortality from typhoid fever. Seasonal distribution of ty-
phoid fever. Reduction of typhoid in Munich. Dr. Reincke on typhoid fever
in Hamburg and Altona. The large cities as typhoid fever centers.
CONTENTS. Vll
CHAPTER V
PAGE
CLASSIFICATION OF CITIES BY TYPHOID FEVER STATISTICS ... 70
Final test of water supplies is the influence on the public health. Cities of the first
class. Cities of the second class. Cities of the third class. Cities of the fourth
class. Cities of the fifth class. Cities of the sixth class. Cities of the sev-
enth class. No city of the United States in the first class. A reduced death rate
from typhoid fever easy of attainment if desired by municipal authorities. Water
supplies of Rotterdam, Amsterdam, and The Hague. Water supplies of Vienna,
Munich, Dresden, Berlin, London, Edinburgh, New York, Brooklyn, Hamburg.
On the use of beer and wine by people of Europe and the United States.
CHAPTER VI.
PURE AND PURIFIED WATERS 81
Superiority of pure and purified waters. Sources of pure water very rare. Definition
of "pure" and ''purified" waters. Degree of water "purity." Protection of
watersheds. Consumption and waste of water in American cities. Sources of
ground water supply. Double system of public water supply. Advantage of water
supply from sources of natural purity. Filtration of impounded and surface waters
for public supply. Pollution of deep well water. Objections to dual water sup-
plies. Influence of sterilized water on the human system. Poisonous mineral
matters in ground and surface waters. Storage of ground and surface waters. In-
fluence of sunlight on the growth of algae. Comparison of water supplies of small
and large communities. Sources of water supply of Vienna, Munich, Dresden, etc.
Use of water from mechanical filters and driven wells. Revenue the dominating
factor in the location of cities. Feasibility of procuring satisfactory water from
natural sources.
CHAPTER VII.
CITATIONS ON TYPHOID FEVER EPIDEMICS 91
Value of practical illustrations of the relation of water quality and typhoid fever.
Epidemic at Lausen. Epidemic at Caterham. Epidemic at Plymouth, Penn. Epi-
demic at Zurich. Epidemic at Spring Water, N.Y. Epidemics at Lowell and
Lawrence, Mass. Epidemic at Sault Ste. Marie, Mich. Analysis of Sault Ste.
Marie water. Epidemic at St. Louis, Mo. Epidemic at Elmira, N.Y. Relation
of San Francisco water and typhoid fever. Typhoid rates of Denver, Col. Epi-
demic at Middletown, Conn. Epidemic at Stamford, Conn. Epidemic at Eliza-
beth, N.J. Typhoid fever at Evansville, Ind.
CHAPTER VIII.
SEDIMENTATION OF POLLUTED WATERS 110
Experimental information rather meager. Miquel's experiments with the Seine
water. Limited subsidence can produce no marked change in quality. Effective
sedimentation in large deep reservoirs. Reduction of bacteria in Ohio River water
by subsidence. Reduction of bacteria in water from Lake Linthrathen by subsi-
dence. Reduction of bacteria in London water by subsidence. Experiments with
alum and slaked lime on Ohio River water. Effect of lime process on Colne Valley
water. Experiments by Professor Lankester with mud and clay in Oxford water.
Experiments by Professor Lankester with alum and lime in Oxford water. Experi-
Vlll CONTENTS.
ments by Mr. Flad on sedimentation of Ohio River water. Rate of subsidence of
suspended matter. Experiments by Mr. Dibdin with lime in the New River water.
Influence of lime for reduction of hardness on the bacterial contents of water. Cost
of applying the lime process to the water supply of London.
CHAPTER IX.
STERILIZATION OF DRINKING-WATER . 120
Purification of drinking-water should be conducted by the municipal corporation or
water company. Use of boiled water in cases of doubt. Filtered and boiled
water. Investigation of the method and cost of sterilizing the dietetic water for a
community. The Yaryan process of water sterilization. Distribution of sterilized
water through separate system of small mains. Separate services for sterilized and
unsterilized water. Construction of public improvements in the United States
influenced by political considerations. Use of sterilized water by employees at
the Columbian Exposition. Objections which have been raised to a double supply.
CHAPTER X.
FILTRATION OF WATER SUPPLIES 131
Works for treatment of water for city use. Domestic filters not a safeguard against
contaminated water. Continuous sand filtration in Europe. Filtration cannot
produce absolutely pure water. Theory of filtration. Biologic action of a sand
filter. Scraping and aeration of sand-beds. Action of bacteria on organic matter
in water. Penetration of sand-bed by bacteria. Experiments by Piefke with sand
filters at Berlin. Head on Lake Miiggel filters. Refilling a scraped filter. Inter-
mittent sand filters. Theory of action. Influence of the nitrifying bacteria on
organic matter in water. Lawrence, Mass., intermittent filter. Natural filtration
in the materials of the drift. Comparison of pure spring water with purified river
water. Artificial filtration more reliable than natural filtration. Dr. Drown's
opinion of natural filtration. Sedimentation and filtration in Europe. Time al-
lowed for sedimentation in different cities. Mr. Binnie on filtration of water from
Welsh sources. Filters of Altona, Germany. Mr. Kiimmel on maximum rate of
filtration. Rate of filtration at the Lawrence, Mass., experiment station. Rate
of filtration as affecting the quality of Zurich water. Bacteria in London waters.
Operation of the London filters (1896). Bacteria in Hamburg water. Bacteria in
Lawrence water. Double filtration. Filtration should be measured by practical
results. Influence of storage on waters. Covered and open reservoirs for filtered
water.
CHAPTER XL
TYPES OF SAND FILTERS 158
Classification of sand filters. Filters with vertical walls of masonry. Filters with
sloped walls of earth. Regulating devices. Advantage of sloped walls for open
filters in cold climates. Arrangement of drains and filtering materials. Capacity
of a filter. Scraping the surface of a sand-bed. Rate of delivery. Grading of
filtering materials. Effective size of sand grain. Uniformity coefficient. Sterili-
zation of filter sand. Lawrence, Mass., intermittent filter. Rate of filtration.
Periods of work and intermission. Expense of operation for Lawrence filter for
1895. Rate of filtration for 1895. Bacterial results for 1895. Cost of Lawrence
filter. Mr. Shedd on sand filtration. Providence, R.I., experiments with sand
filters. Bacterial efficiency of plain sand filter with alum. Lowell, Mass., filter.
Hudson, N.Y., filters. Poughkeepsie, N.Y., filters. Filter galleries. Filters of
CONTENTS. ix
Rotterdam. Filters of The Hague. Filters of Amsterdam. Bilters of Paris sub-
urbs. Anderson Iron Process. Filters of Zurich. Extent of London filters.
CHAPTER XII.
MECHANICAL FILTERS . . >. . 184
Operation. Comparison of rates with London plain sand niters. Types of mechani-
cal filters. Experiments at Providence, R.I. Morison mechanical filter. Worst re-
sults a measure of efficiency of filtration. Reduction of color by mechanical filters.
Results with and without alum. Cost of filters. Cost of operation compared with
plain sand filters. Use of mechanical filters in American cities. Somerville and
Raritan, N.J., filters. Long Branch, N.J., filters. Lorain. Ohio, filters. Mechan-
ical filtration, Albany, N.Y. Mechanical filtration, Philadelphia, Penn. Elmira,
N.Y., filters. The use of alum for filtration. Influence of alum on the human
system. Consumption of alum in filtration. Drs. Thomas and Marshall on alum
filtration for Philadelphia. Mechanical filtration works in cities of America.
Reduction of iron by mechanical filters, Asbury Park, N.J. Dr. Dunbar on reduc-
tion of iron in German ground waters. Reduction of iron in ground water, Read-
ing, Mass.
CHAPTER XIII.
HAMBURG SETTLING-BASINS AND FILTERS 208
History. Settling-basins. Conduit from settling-basins to filters. Influent cham-
bers. Description of filters. Collecting-drains. Arrangement of filtering materials.
Washing of filtering materials. Quantity of filtering materials. Effluent chambers
and regulating weir. Measuring the effluent. Determining the size of filtration
works. Operation of the filters. Cleaning a filter. Refilling a filter. Clear-
water basin. Period of operation of filters. Sand-washing machinery. Schroder
sand washers. Capacity of sand washers. Ice on filters. Mode of cleaning ice-
covered filters. Mager sand-scraper. Comparison of old and new methods of clean-
ing ice-covered filters. Method of scraping sand during winter 1896-1897. Cause
of typhoid epidemic, autumn of 1897.
CHAPTER XIV.
THE FILTERS OF THE BERLIN WATER-WORKS 230
Works at Stralau and description of filters. Works at Lake Miiggel and description
of filters. Regulation of filters. Cost of covered filters. Clear-water reservoir.
Operation of filters. Sand-washing machine. Bacterial efficiency of filters.
CHAPTER XV.
THE FISCHER FILTER AND ANDERSON PURIFIER 238
Fischer filter at Worms, Germany. Cost of filter compared with plain sand filters.
Anderson Revolving Iron Purifier. Experimental results obtained with the Ander-
son Purifier at Paris. Dr. Dupre on Anderson Purifier at Worcester, Eng. Cost
of purifying water by the Anderson process. Cost of installation of Anderson
Purifiers.
CHAPTER XVI.
FILTERS PROPOSED FOR CINCINNATI . 246
Condition of Ohio River water. Experiments on Ohio River water. Subsiding-reser-
voirs. Description of filters. Arrangement of filtering materials. Regulating-
chambers. Clear well. Open and closed filters. Cost of original and amended
plans of filters. Cost of Berlin and Hamburg filters.
X CONTENTS.
CHAPTER XVII.
PAGE
COST OF FILTERS AND FILTRATION 255
Conditions effecting cost of works of filtration. Estimated cost of filters for Philadel-
phia. Estimated cost of filters for Providence. Mr. Hazen's estimate of cost of
covered filters. Estimated cost of filters for Cincinnati. Open filters. Covered
filters. Estimated cost of filters for Albany. Capacity of clear well. Estimate on
a system of ten filters and clear well. Cost of Berlin and Hamburg filters. Cost
of Zurich filters. Cost of Lawrence filter. Rates of filtration per acre per day.
Rates proposed as standards for plain sand filters. Duration of service of filters.
Scraping of sand-bed. Rotation of sand-bed. Cost of scraping the London filters.
Washing sand for filters. Cost of filtration. Estimate of cost by Mr. Hazen.
Estimate of cost for Philadelphia. Estimate of cost for Albany. Cost of filtra-
tion at Zurich. Estimate of cost for Cincinnati. Cost of filtration at London.
Cost of filtration at Poughkeepsie, N.Y. Cost of operating filters in Germany.
Estimate of cost of filtered water per capita per annum.
APPENDIX A.
TYPHOID FEVER STATISTICS FROM LARGE CITIES OF THE WORLD, 268
APPENDIX B.
THE BACTERIA 272
Chemical composition. Mycoprotein. Products of bacterial action on organic mat-
ter. Saprophytes and parasites. Liquefiers and non-liquefiers. Aerobians and
anaerobians. Forms of bacteria. Cocci. Bacilli. Spirilla. Motility of certain
species. The flagella. Putrefactive and pathogenic bacteria. Chromogenic spe-
cies. Ptomains. Toxins. Measurement of the bacteria. Bacteria in air, soil
and water. Putrefactive organisms from sewage sources. Spore-bearing bacteria.
Number of species found in water. Pathogenic bacteria found in water. No
proof of the diphtheria bacillus being transmitted by water. Staining-properties
and differentiation. Effect of high temperatures on water bacteria. Bacteria
resembling in some respects b. typhosus found in water. Bacteria smaller than
b. typhosus found in water. Large bacteria found in water. Spore-bearing bacteria
found in water.
APPENDIX C.
THE LEGAL LIABILITY OF CITIES AND WATER COMPANIES FOR DAM-
AGES BY SEWAGE POLLUTED WATER 287
LIST OF ILLUSTRATIONS.
FIG. PAGE
1. TYPHOID FEVER RATES NEWARK AND JERSEY CITY, N.J. BLACK,
NEWARK ; SHADED, JERSEY CITY 33
2. TYPHOID FEVER AND RAIN-FALL FROM JANUARY, 1882, TO DECEMBER,
1895. (SAN FRANCISCO, CAL.) 105
4. I YARYAN APPARATUS FOR STERILIZING WATER 127
5.J
6. DIAGRAM SHOWING ACCUMULATION OF BACTERIA IN SAND-BED . . 135
7. DIAGRAM SHOWING OPERATION OF LONDON FILTERS 151
8. DETAILS OF PROPOSED FILTER FOR ST. Louis WATER- WORKS. (KIRK-
WOOD) 155
9. LONGITUDINAL SECTION OF FILTER. (LAWRENCE, MASS.) .... 167
10. EXPERIMENTAL FILTER. (PROVIDENCE, R.I.) 170
11. JEWELL GRAVITY FILTER 185
12. MORISON EXPERIMENTAL FILTER. (PROVIDENCE, R.I.) 186
13. INFLUENT CHAMBER SHOWING REGULATOR. (HAMBURG, GER.) . . 209
14. SECTION OF MAIN DRAIN AND FILTERING MATERIALS. (HAMBURG,
GER.) 211
15. PLAN OF FILTER. (HAMBURG, GER.) 212
16. EFFLUENT CHAMBER SHOWING WEIR. (HAMBURG, .GER.) .... 215
17. DIAGRAM SHOWING OPERATION OF FILTER No. 12. (HAMBURG, GER.), 216
18. DIAGRAM SHOWING OPERATION OF FILTER No. 16. (HAMBURG, GER.), 217
19. SAND- WASHING PLANT, HOPPER No. 1. (HAMBURG, GER.) . . . 221
20. SAND- WASHING PLANT, HOPPER No. 2. (HAMBURG, GER.) . . 221
oo'l
03 f SAND-WASHING PLANT. (HAMBURG, GER.) 222
24J
25. DIAGRAM SHOWING ICE ON FILTERS, WINTER OF 1896-1897. (HAM-
BURG, GER.) 224
26. DEVICE FOR SCRAPING ICE-COVERED FILTERS. (HAMBURG, GER.) . 225
27. PLAN OF FILTERS AT LAKE MUGGEL. (BERLIN, GER.) 231
28. PLAN OF REGULATING-CHAMBER. (BERLIN, GER.) 233
29. SAND-WASHING MACHINE. (BERLIN, GER.) 236
30. FISCHER FILTER. (WORMS, GER.) 239
nnt i ANDERSON REVOLVING IRON PURIFIER 242
oOt>. l
31. ^
32rt. IPROPOSED PLAN FOR OPEN FILTERS. (CINCINNATI, O.) . . . . 248
32^. J
xi
THE PURIFICATION OF WATER,
CHAPTER I.
INTRODUCTION.
WATER is an essential of human existence. According to
Landois,* 58.5 per cent of the body weight is water, and nearly 70
per cent of the blood corpuscles is water ; of the serum of the
blood, 90 per cent is water, f No other article of "diet enters so
completely into the construction and support of the animal system.
A very early writer held that the blood of an animal was life, $ and
the use of it as an article of food was interdicted by holy law.
Water being the main constituent of the blood, it may also be
regarded as the principal element of animal life ; and all diligence
should be exercised in procuring for dietetic purposes a water
which, while readily assimilable by the system, shall not be the
cause of disease.
It is a curious fact, borne out by the many costly and pains-
taking investigations into the resources of cities for public water
supply, that, after all, we are not thoroughly informed upon the
question of water quality. This is not in disparagement of the
labors of the many able investigators along this line of scientific
research ; but while in nearly every other branch of physics satis-
factory proof of certain qualities of matter can be had, the absolute
proof of the hygienic quality of water supplies is still beyond the
reach of our most modern methods of research. If one is disposed
to question this statement, his careful attention is invited to the
* Landois' Human Physiology.
t Transactions American Society of Civil Engineer 'S, vol. xxxii., p. 151.
J Genesis, chap, ix., v. 4.
1
2 THE PURIFICATION OF WATER.
views of some of the ablest water analysts of England, as shown
by the exhaustive investigation of the Royal Commission on
Metropolitan Water Supply.*
If one is in doubt as to the strength of a bar of steel, he can
easily resolve his doubts by putting a specimen into a testing-
machine and breaking it. The results will satisfy him upon all
the physical properties of the metal. If he desires to pursue the
inquiry further, he can obtain very satisfactory evidence of the
composition of 'this steel, and reasoning a priori, can make as
many bars substantially like his specimen as may be desired.
Examinations of water samples, however, are not so satisfac-
torily conducted. The results obtained at one time are not often
verified by subsequent tests. Changes in the chemical and bio-
logical condition of the water are constantly going on ; and it is
not unlikely that a public water supply might comply with all the
recognized standards of potability at one time, and be subject to
just condemnation at another. And right here lies the danger
to communities which depend upon water from a common source.
The experience at Plymouth, Penn. (1885), shows how a hith-
erto satisfactory source of water supply may become an agent of
destruction, with no preliminary indications of the time or nature
of the changes which were taking place in the previously pure
water of this little mountain reservoir.
The terms " pure " and " impure " with reference to water are
used advisedly. If the water is safe for drinking and dietetic pur-
poses, it is "pure" although such water, if from natural sources,
would not be found chemically and bacterially " pure ; " while an
"impure" water is one that is the cause of disease, even though
the chemist and bacteriologist might not be able to decide upon
the evidence or nature of the impurity. Impurities may come
into water from the atmosphere, from surface drainage, and from
sewage. But the impurities which are feared in water are the
pathogenic and putrefactive bacteria, and the ptomains.
The pathogenic bacteria are those specifically concerned in
disease, and held to be a part of its etiology. The putrefactive
bacteria found in all water rich in organic matter, especially from
* London, Eyre & Spottiswoode, 1893.
JNTR OD UC TION. 3
sewage sources, may produce disorders of the • digestive tract,
although not held to be the specific agents of disease. The
ptomains have never within the author's knowledge been found in
water, although it is reasonable to suppose that such may come
into water from putrefying organic matter lying upon the fore-
shores of rivers and lakes ; but the dilution of these will be very
great in all ordinary instances of rivers and lakes constituting
sources of water supply.
The biologist and bacteriologist deal in matter found only in
suspension in water ; and dangerous substances may exist in solu-
tion, and their methods of search would not disclose the fact. If
ptomains ever occur in a water supply they will be in solution, and
the ordinary chemical water analysis will not reveal them. Indeed,
the proof by chemical means of a ptomain or toxic substance in
water will be found upon investigation to be very difficult, if not
altogether impossible, by any known process.* It is a disputed
question whether Brieger and his co-laborers have really precipi-
tated the toxic substances of bouillon cultures of the pathogenic
bacteria,f and altogether it may be held that the absolute proof of
water quality is still an unattainable result.
This fact, however, should not diminish the perseverance of
the workers in the field of water analysis and purification, but
rather serve as a stimulus to stronger and higher efforts in behalf
of the thousands who annually perish from water-borne diseases.
That certain waters, when judged by our present standards, are
held to be safe for drinking and other dietetic purposes, while
other waters, judged by the same standards, are held to be unfitted
for such uses, we all know ; but general confidence in these same
standards is still to be established.
Absolutely pure water is not found in nature. All water, from
whatever source, even freshly fallen rain-water, contains some evi-
dences of contamination ; but according to our standards, water
fit to drink is often found in natural sources. It is not essential
that water for drinking and dietetic purposes be chemically and
* Royal Commission on Metropolitan Water Supply, London, 1893. Professor E. Ray
Lankester, Appendices to Evidence, p. 452.
t Annales de rinstitut Pasteur, Sanarelli, April, 1894.
4 THE PURIFICATION OF WATER.
bacterially pure ; but it is essential that it contains no pathogenic
organisms, and shall be free from ptomains due to the action of
bacteria upon decaying organic matter. Whether the latter have
really occurred in drinking-water is not certainly known, but some
investigators at the present time seem to suspect the possibility
of it.
The pumping of water for domestic uses from a source known
to be polluted by sewage or otherwise should be severely con-
demned. The delivery of water containing the elements of fatal
disease to a confiding and helpless community should be ranked
with the sale of intoxicating liquors to minors and confirmed in-
ebriates. An attempt to kill people by the systematic distribution
of a poison would be met by the apprehension and punishment of
the offender ; while the delivery of water for drinking and other
dietetic uses, as fatal to some as a dose of strychnine, is going on
in nearly every large city of the land. Shall we shut our eyes to
the fact that polluted water is dangerous to health, or shall we
recognize the evil, and address ourselves to its remedy ?
Every city which continues to supply a tainted water without
earnest and intelligent efforts at abatement, is guilty of a barbar-
ism not tolerable in this age of enlightenment and progress. The
interest taken in the quality of public water supplies during the
past ten years is well shown by the work of the Royal Commission
on Metropolitan Water Supply, London (1893) ; by the magnifi-
cent and far-reaching work of the Massachusetts State Board of
Health, 1890, et seq., and of several important commissions upon
city water supply in this country and abroad ; and, finally, by the
independent labors of many able and patient investigators, like
Professor Frankland, Dr. Miquel, Dr. Prudden, and others.
The Royal Commission on Water Supply to London covered
more ground, and was more searching in its investigations, than
any similar body that has hitherto acted on behalf of a municipal
corporation ; and without regard to its conclusions, which may be
open to discussion, there can be no doubt of the great ability of
the commission and of the men called to give evidence before it.
The whole field of inquiry, from the available capacity of the
London watershed to the quality of the water which may be had
INTR OD UC TION. 5
from the most perfect works for filtration, was fully covered. The
ablest men of England, in geology, medicine, chemistry, biology,
bacteriology, and sanitary and hydraulic engineering, were called
before the commission, and evidence was taken upon every point
which by any means could affect the quantity or quality of the
water required by the metropolis ; and minute inquiry was made
into the possibility of transmitting certain zymotic infectious dis-
eases by drinking-water.
The Hygienic Laboratory of Hamburg, so far as it relates to a
supervision of the quality of water supplied to the citizens, is
perhaps more complete than that of any other city in the world.
Dr. Dunbar, a former resident of St. Paul, Minn., and now a citi-
zen of Germany, is in charge of the laboratory ; and every facility
is afforded him for complete surveillance and control of the quality
of the city water supply.
The management of the niters, and maintenance of the quality
of the water supplied to the chief cities of Holland, are as care-
fully conducted in the interest of the public health as are the
boilers and pumping-engines operated in the interest of the public
purse. By the combined efforts of the engineers, chemists, and
bacteriologists connected with the water-works of Holland, the
water is pumped with the greatest ecomony of fuel, and is con-
sumed by the people with the least loss of life from water-carried
diseases.
The city of Manchester, Eng., realizing the value to its pros-
perity of an unimpeachable public water supply, has recently
bought a lake (Thirlmere) in County Cumberland, and much of
the proximate drainage ground, and conducts this water to the
city through conduits aggregating in length one hundred and two
miles. Vienna, from a city having at times typhoid fever rates
as high as any in Europe, by abandoning its former sources (the
Danube and wells), and seeking its water in the Austrian Alps,
has become one of the least typhoid fever infected centers in the
world.
The extensive labors of the Massachusetts State Board of
Health at its Lawrence experiment station have been guided by
two chief objects, — one the treatment of urban sewage by practical
6 THE PURIFICATION OF WATER.
methods, which will render the effluents innocuous to health, and
the other the development of information upon practical methods
of sand filtration of polluted waters.
Independent investigators have been seeking information upon
the exact chemical and biological character of various waters all
over the world. Research has been conducted along the line of
water transmission of disease ; and the organisms concerned in
the etiology of infectious disease have been patiently and carefully
studied.
The practical work of cities, and the scientific work of the
analysts, clearly point to great changes along the line of public
water supply. Thirty years ago the sand filters, which we now
find in the London water-works, were filtering water from the
rivers Thames and Lea, as they are now ; but no one at that time
suspected what these filters really were doing. The water com-
panies and consumers believed that the filters were making a
great improvement in the quality of the polluted river waters, but
the physics of sand filtration were at that time not written and
not known.
Naturally enough, processes conducted in ignorance of the
rationale of every step and each reaction seldom attain the high
efficiency which follows manipulation along lines based upon a
clear knowledge of all the causes operating to produce a common
result. And if the filters of the London water-works, as ope-
rated thirty years ago, failed to furnish water of a quality equal to
that now obtained, the fault was not in the principle of the filter,
but in the lack of experimental information upon the part of the
eminent engineers, who, like Mr. James Simpson, designed and
operated them. This knowledge has since been supplied by the
Pasteurs, the Kochs, the Franklands, and the Mills, who have each
in his way furnished some of the material by means of which
the practice of water purification has reached a firm foundation.
When Mr. James P. Kirkwood went abroad in the spring of
1866, to examine the works of water purification at that time in
use in several European cities, notably London, the subject of
water quality rested entirely upon the chemical tests for organic
matter. The filter was regarded as a fine strainer, or as Mr. Kirk-
INTRODUCTION. 1
wood says,* "They (the sand filters) become indeed screens of
the greatest delicacy, intercepting all material impurities, not the
least of which are the very small fish with which all waters are
crowded at certain seasons."
Something smaller than fish were then held back by the
London filters ; this much was known, but no mention had then
been made of the action of bacteria in water on organic matter,
of the " Schmutzdecke," which in Germany is regarded at once
as the evidence and cause of successful sand filtration, or of the
action of the nitrifying organisms in converting compounds of
ammonia into nitrous and nitric acids.
These things were being done by the London sand filters in
1866, not so perfectly, perhaps, but in a measure as they are now ;
yet the bacteria were in the London water then as at present, but
no one was conducting gelatin plate cultivations, and searching in
drops of water for little organisms, so small in any dimension as
to be beneath notice, f
Organic matter in suspension in the water was being split up
into carbon dioxide and other gases and into nitrogenous com-
pounds by bacterial action ; but no one, not even Dr. Letheby,
mentioned it to Mr. Kirkwood upon the occasion of his visit
to London. The gelatinous Schmutzdecke, which Herr Piefke J
writes upon so ably, and argues as the very essence of successful
sand filtration, was being formed on the sand-beds ; but the British
workman, who shoveled off the upper one-half or three-quarters of
an inch of sand from a clogged filter bed, never noticed it. The
partial or complete aeration of a filter when it was temporarily
out of service was never suspected as a means of maintaining
the nitrifying organisms in the sand-bed. In short, the real ac-
tion of a sand filter was then unsuspected, the bed of sand being
considered somewhat superior to a molder's sieve for the intercep-
tion of suspended matter in the water.
The celebrated Dr. Letheby § freely admitted " that we have
* Filtration of River Waters, by James P. Kirkwood, New York, 1869, p. 7.
f This term is not here used in the same sense as under observation.
\ Die Principien der Reinwassergewinnung vermittelst Filtration, Berlin, 1887-
§ Filtration of River Waters, by James P. Kirkwood, New York, 1869, p. 26. .
8 THE PURIFICATION OF WATER.
not at the present time any absolute test for discovering organic
matters in water, much less the nature of these organic matters;"
but great as has been the progress in the chemistry, biology,
and bacteriology of water since Dr. Letheby penned these lines,
much remains to be done in applying the knowledge gained in a
practical way.
If it be true that by proper prophylaxis certain zymotic diseases
may be made to disappear, why are we so slow in adopting the
remedies which science and history have pointed out ? Are we
in doubt of the correctness of our conclusions, or are we indiffer-
ent to the sacrifice of human life ?
It is not the author's purpose at this time to discuss any special
methods of purification for polluted waters. This will be done
under their respective headings ; but the fact has been demon-
strated so often, especially abroad, that methods upon a large scale
can be so conducted as to command the quality of a water supply,
and one who opposes the purification of water supplies upon the
ground of impracticability must be set down as not being well
informed on water purification or as an enemy of the public health.
Professor Percy Frankland,* after comparing the operation of
the London filters for a series of years with certain deductions
which he had drawn from an earlier investigation of these filters,
stated : — '
" The importance of these results lies in their proving that in the matter
of sand filtration we are no longer working in the dark, but that we now know
the factors upon which the success of the process depends, and by attention to
which its efficiency may be maintained or even increased."
The tracing of disease through a sewage-polluted water may
be obscure to some; but if a certain source of water supply is
known to be polluted at some point with the organisms concerned
in disease, and it is further known that such organisms, or some of
them, can live in water for a length of time sufficient to pass from
the place where they enter this source of water supply to another
place where water is taken up for domestic uses, is it difficult to
conceive that some of the people who drink this water at the sec-
* Micro-organisms in Water, by Percy and Grace Frankland, London, 1894, p. 131.
INTR OD UC TION. 9
ond place may take these organisms into their s'ystem and lay the
foundation of disease ?
The typhoid bacillus is seldom found in water, and the failure
to find it is too often taken as an evidence of its non-existence
there.* Dr. T. M. Prudden, however, in a conversation with the
author, very aptly disposes of this objection by stating, " If I were
to go down to the Battery and throw a coin into New York Har-
bor, do you think I could ever find it again?" The coin is there;
this we know because he threw it into the water, and the failure
to recover it cannot be taken as proof of its non-existence in the
bay, but as an indication of the inefficiency of our methods of
search. The same argument will hold good in case of failure to
find, among a lot of vigorous water bacteria, the typhoid or any
other disease germ which can sustain at best only a limited, migra-
tory existence in any kind of water.
It is also held by opponents of the water transmission of infec-
tious disease that the evidence is lacking of the actual infection
by this means. Of course no one sees the germ in water, and
therefore is never distinctly aware of taking it into the system in
this way ; but circumstantial evidence of the transmission of disease
is sometimes as potent as circumstantial evidence of crime, and
must be accepted accordingly.
Upon another occasion the author attempted to illustrate the
passage of disease germs from one point to another in water in
the following manner : —
If we were to take an iron pipe two or three feet long, put a marble in
one end, tilt the pipe slightly, and make the marble appear at the other end,
you would say that the marble had passed through the pipe. You saw it put
in at one end, and in due time it appeared at the other, but you have not really
seen the marble passing through the pipe. The inference, however, that the
marble did pass through the pipe is correct ; there is no other way in which,
after it was put in at one end, it could reach the other.
Let the marble be replaced by the typhoid bacillus, and let the pipe be a
river, or a lake, or a reservoir (as at Plymouth, Penn.. in 1885). We can prove
by examination of the faeces of typhoid patients in the early stages of the dis-
ease that the Eberth germ is passing into our sewers,f and, of course, into our
* Twenty-fourth Annual Report Massachusetts State Board of Health, p. 531.
t " Report of Royal Commission on Metropolitan Water Supply," Minutes of Evidence,
UNIVERSITY
10 THE PURIFICATION OF WATER.
larger sources of water supply. Eventually we will find, upon post-mortem
examination of persons dying in the early stages of typhoid, this same bacillus
in cultures made from the spleen and sometimes from the intestine.
How has it come there ? We saw it go into the sewer, and we find it in
the body of the typhoid victim. We know it went from the sewer to the river,
and we infer that the river was the carrier of the germ. We did not see it
passing through the water, neither did we see our marble passing through the
pipe. We know that the marble did go through the pipe, and I think the evi-
dence now before us sufficiently demonstrates that water is the carrier of the
typhoid bacillus from the sick to the well.
It is strange that, in spite of our exact information upon the matters which
convert water into sewage, we are so willing to drink this dilute mixture of filth.
We know sewage consists of the wastes from the household and factory, and
from the wash of the streets and roads, and still we drink the mixture, often
with no misgiving, and rarely indeed with complaint.
At the same time, if I were to take a glass of distilled water which is
wholly destitute of dangerous organic matter and bacteria, and in your presence
put into it even the slightest amount of any of the objectionable wastes which
constitutes sewage, there is not one person who would care to drink it. Senti-
ment revolts at the bare suggestion of drinking a water with which we have
seen filth mixed, and at the same time we swallow just such stuff when we
drink the water of many of our large cities.
The whole theory of water purification is based upon' the con-
viction that pure water cannot create a disturbance of the animal
system or be the cause of ill health, and that certain organic mat-
ter, or the products of organic matter, or organisms in water, is the
cause of certain disorders, or are concerned in the etiology of spe-
cific disease. It is not necessary for one to believe in the germ
theory of disease before he can become an advocate of pure water
supplies. Long before the ptomains and bacteria were known,
certain able men had pointed out that water from sources appar-
ently beyond the reach of pollution was more healthful to drink
than water which was known to be polluted. But to those who do
believe in the transmission of some infectious diseases by living
organisms, it is not difficult to perceive how sewage-polluted
waters may become very dangerous distributers of infection.
Pure water is held by some to be better than purified water.
This undoubtedly is true ; but the sources from which pure water
is available are so few, that it can safely be assumed if cities are to
have pure water, they must adopt artificial means to make it so.
INTRODUCTION. 11
f '
Thus filtration and sedimentation are not adopted at the present
time by any city simply to improve the appearance of water, and
make it more welcome to the bodily senses, but as distinct safe-
guards against water-borne diseases.
No one should be deceived upon the influence of sedimentation
or filtration of polluted waters. These means never have rendered,
and probably never will render, such waters pure ; but they can be
devised and operated in such a manner that nearly every natural
water can be rendered less likely to injure the human system, and
at a cost which will not be prohibitory to their use. A claim such
as is sometimes put forth, that the water from the filters of Lon-
don has not or cannot be the cause of typhoid fever,* cannot be
universally admitted.
Organisms larger than the typhoid bacillus have repeatedly
been detected in the filtered London water ; f and while the typhoid
bacillus has not been found among them, neither has it been found
upon careful investigation in the raw water before it has gone to
the filters. :f (According to Dr. G. Sims Woodhead,§ it has never
been found in any rapidly flowing river.) At the same time, with
greater care in operation of the filters, and with improved methods
of water analysis and higher standards of purity, the typhoid rates
of London have shown a marked decline.
Thus for the decade 1861-1870 || the annual typhoid fever
death rate for London was 90 per 100,000 of population. For the
following decade the annual typhoid fever death rate was 24 per
100,000 of population, and for the decade ending with 1890 the
annual typhoid fever death rate was 19 per 100,000 of population.
During the seven years ending Dec. 31, 1896, the average
annual typhoid fever death rate for London was 14.4 per 100,000
of population, or was then one-sixth of the rate which prevailed
thirty years before. This remarkable reduction in the typhoid
rates cannot be credited to improvements in the filters, so much as
* " Report of Royal Commission on Metropolitan Water Supply," 1893, Minutes of Evi-
dence, p. 404 ; also Potable Water, by Floyd Davis. New York, 1891, p. 40.
f Analytical Investigation of London Water Supply, 1896, p. 10.
| " Report Royal Commission," Mimdes of Evidence, p. 405.
§ Ibid., p. 505.
|| Engineering Record, Oct. 27, 1894.
12 THE PURIFICATION OF WATER.
to a better knowledge of how they should be operated, and to the
methods of water analysis developed during the past fifteen years.
Thirty years ago the London filters were operated to secure a
clarified water, clear water seeming at that time to mean pure
water, or water safe for drinking and other dietetic uses. We know
better now, and limpidity is no longer taken as an evidence of
purity in water.
When we consider that the death rate from typhoid fever has
been as low as three persons per 100,000 of population in Munich
(1892), while it has been as high as 154 persons per 100,000 of
population in Chicago (1891), the most obtuse must admit that
there is something wrong in our sanitary works or regulations
which will permit of a death rate from typhoid fever in any city
of this country fifty times as great as that of a certain city in
Europe. While the Munich rate is very low, still it is not excep-
tional, as is shown by the following rates for that city, Berlin, and
Vienna : —
DEATHS PER 100,000 OF POPULATION FROM TYPHOID FEVER.
YEAR, 1890. 1891. 1892. 1893. 1894. 1895. 1896.
Munich, 8 7 3 15 2-3 3 3
Berlin, 9 10 8 9 455
Vienna, 9 6 8 7 565
Now compare these rates for the same years with those of
three cities of the United States.
DEATHS PER 100,000 OF POPULATION FROM TYPHOID FEVER.
YEAR, 1890. 1891. 1892. 1893. 1894. 1895. 1896.
Chicago, 92 154 106 45 31 32 46
Pittsburg, . . 100 100 111 56 77 61
Louisville, 88 81 72 84 72 77 45
Vienna and Munich are supplied with the purest of natural
waters from mountain springs, and the city of Berlin takes its
supply from the River Spree and Lake Tegel, the waters of both
being passed through artificial sand filters before they are served
to the consumers.
In comparing the typhoid fever rates of American and German
cities, perhaps some allowance should be made for the difference
INTRODUCTION. 13
in habits of the populations of the respective localities. Thus
Munich is said to be one of the greatest beer-drinking centers of
the world, the consumption of this beverage having at one time
reached as high as one hundred and twenty-five gallons per capita
per annum ; and it is possible that the low typhoid fever rates
from the German cities may be due in part to the general absti-
nence of the populations from the public water for drinking pur-
poses.
If it be true that the low typhoid fever rates of certain cities
in Europe are due to the general use of beer and wine as beverages
instead of water, then this emphasizes the fact that a typhoid pol-
luted drinking-water is the principal cause of the high typhoid
fever rates in cities in this country, and makes it seem remarkable
that cities like Munich, Vienna, and The Hague, for examples,
where the typhoid rates are very low, and, as some people claim,
water is not regarded as a proper thing to drink, should pay so
much attention to the quality of their public water supplies.
Why should Vienna, for instance, be at such great expense to
bring water from the Alps, distant sixty-five miles, if it is not to
be used for dietetic purposes, when the water of the Danube will
meet every other requirement quite as well as this " Schneeberg
water," and can be obtained at a fraction of the cost involved in
the scheme of works by which that city is now supplied ?
The usual manner of introducing the typhoid germ into the
human system is by infected drinking-water ; therefore every city
should regard it as a duty to itself to see that the water distributed
for drinking and other dietetic purposes is not the carrier of the
typhoid bacillus or of the organism productive of typhoid fever.
Much has been written upon the subject of water supply and
the dangers of polluted waters to health, much also has been writ-
ten upon methods of purifying polluted waters, and doubtless much
remains to be written upon all these subjects ; but from the pres-
ent view, it can be safely stated that whenever a steady, vigorous
effort is made by all municipalities to supply their citizens with
water up to the highest standard attainable by practical means,
that the case and death rate from water-borne diseases will sink so
low as to be no longer the cause of alarm.
14 THE PURIFICATION OF WATER.
CHAPTER II.
SOURCES OF PUBLIC WATER SUPPLY.
THE sources of public water supply for cities are rivers, natural
lakes, large impounding reservoirs, usually at elevations sufficient
to furnish a supply to cities by gravity ; springs, shallow dug wells,
often carried into the drift a depth not much in excess of the max-
imum suction lift of pumping machinery ; and deep driven wells.
Some of the latter may be artesian, and supply into large wells or
reservoirs from which the suction of the pumps is taken, or may
be connected directly with the pumps.
Of course all water supply must be derived from the rainfall,
whether it be taken from streams, lakes, impounding reservoirs, or
from springs and wells ; but the water supply of any particular lo-
cality may not be wholly dependent upon the local rainfall. This
is true where the source of supply is a river draining a large terri-
tory, or where it is obtained from springs or deep wells. In local-
ities where the outcrop or denuded rock formation is destitute of
soluble materials, such as lime and magnesia, the water gathered in
impounding reservoirs will be quite as soft as that of domestic cis-
tern water collected from the roof of a residence or other building.
In the limestone regions surface water, while running off to im-
pounding reservoirs, comes in contact with the outcrop of rock, and
takes up some of the lime and magnesia ; and the impounded water
will be harder than domestic cistern water. River water ip hardness
and quality will depend entirely upon the character of the water-
sheds from which it is derived, and the materials with which it
may come in contact after it has reached the channel of discharge.
Aside from the direct sewage pollution of the large rivers of
the world by the refuse from the civilization which is collected
upon their banks, there is another pollution, due to the contact of
the water while running off, with organic matter from various
SOURCES OF PUBLIC WATER SUPPLY. 15
sources collected upon the watershed. Some of this may be car-
ried in solution by the runoff of rainfall into the channel, while
other portions may be carried along in mechanical suspension.
The objection to a polluted river or lake water is not limited
to the amount of sewage which it may contain. It may be posi-
tively objectionable from a sanitary point of view by reason of
organic matter, and possibly pathogenic bacteria, which may come
into such water from the surface drainage of the tributary water-
shed. If the opinion entertained by Professor E. Ray Lankester,
that the bacillus of typhoid fever may be an exacerbated form of
b. coli communis (a pathogenic germ which is known to be given
off in the dejecta of sheep and other domestic animals, as well as
of man), be confirmed by later investigation, then it is very clear
that the special sewage pollution of a drinking-water supply is not
essential for the propagation of typhoid fever, and that there will
be found in the organic matter now coming into streams and other
sources of public water supply, from the runoff of rainfall or sur-
face drainage, all the elements essential for the development of
this particular disease.
(It does not appear that there are many who share the opinion
with Professor Lankester that b. typhosus is an exalted form of the
colon bacillus, but time may demonstrate that his view is correct ;
and if it does, light will be shed upon some of the apparently inex-
plicable phenomena connected with certain epidemics of typhoid
fever.)
Rivers which receive the drainage of cities or towns on their
banks and the banks of their tributaries, even. in the absence of
known sewage pollution, cannot be regarded as uncontaminated
sources of public water supply ; and although it may be difficult to
show the presence of organic matter or of bacteria inimical to
health, still there will always be an amount of organic matter in
such rivers in process of decomposition, which may give rise to dis-
orders of the human system, even though they may not be the
cause of specific disease.
It is" probable that surface water can be impounded in reser-
voirs from watersheds at elevations so high as to avoid pollution
from all sources but the atmosphere ; and such water, although still
16 THE PURIFICATION OF WATER.
open to the influence of decomposing organic matter found every-
where in nature, will always be purer than water collected in
rivers, lakes, and ponds on the low lands.
Sources of water supply at high elevations with a yield so large
as to satisfy the requirements of cities are of rare occurrence ; and
even in the few cases where such exist, the distance from the mu-
nicipality to be supplied is so great as to make the development
and utilization prohibitory for any but the larger cities. The city
of Vienna derives its supply of public water at the present time
altogether from large springs found in the Schneeberg, a portion of
the Austrian Alps, and brings this water through a conduit sixty-
five miles long to the city. The city of Munich obtains its water
supply from similiar springs in the Mangfall valley of the Bavarian
Alps. A few of the smaller municipalities in this country derive
their public water supply from springs or streams at high eleva-
tions in sparsely settled or wild districts. But sources of this char-
acter are not available by the majority of the cities of this or any
country ; and recourse must be had to such sources as are avail-
able, and these, as stated at the outset in this chapter, are rivers,
lakes, ponds, creeks, and dug and driven wells.
Considering rivers as constituting by far the largest source of
water supply for municipal corporations, it may be accepted as an
axiom " that no river is carrying during times of flood a water
which is fit for drinking purposes except it first be artificially puri-
fied ; " and if such rivers, in addition to the pollution which cannot
be avoided by the runoff of rainfall on the drainage areas, receive
the sewage of towns and cities, the water is undoubtedly not fit
for drinking and culinary uses until it has been dealt with in such
a- manner as to render it innocuous to health. It is frequently as-
serted or implied in text-books and reports on sewage and sewage
disposal, that the noxious properties of sewage are destroyed by
proper dilution ; but when sewage is the carrier of disease germs,
dilution cannot remove them. It will reduce the number of such
germs per unit of volume of the mixed sewage and water ; but the
germs are still there, and if taken into the system through drink-
ing-water may produce just as serious results to as many people
as if no dilution had occurred.
SOURCES OF PUBLIC WATER SUPPLY. 17
Dilution of sewage undoubtedly reduces ttfe chances of any
single individual imbibing a fatal germ in drinking the water ; but
the germ itself will be just as dangerous, and in one aspect of the
case may be more dangerous, when imbibed.
It is well known to bacteriologists engaged in the analysis of
drinking-waters that the typhoid bacillus, for instance, will live
for the greatest length of time in a water devoid of other kinds
of bacteria, and will live for the least length of time in a con-
centrated sewage rich in the bacteria of putrefaction. The dilu-
tion of sewage therefore reduces the number of bacteria per unit
of volume of the water, and favors the vitality of the typhoid
bacillus. Considering that some of the bacteria can survive for
many days in water of single distillation containing naturally but
a very minute amount of organic matter, it will not be difficult to
apprehend the possibility of a high dilution of sewage distinctly
favoring the longevity of the typhoid germ ; and the theory that
a sewage-polluted water may be rendered safe for drinking pur-
poses by dilution must necessarily neglect this fact. Rivers and
their tributaries have for generations been the receptacles of
sewage, garbage, and all the wastes of civilization ; and even if the
water came into these channels free from any objectionable matter,
the practice of communities in making them the receptacles of
sewage would condemn the water from such sources as altogether
unfitted for drinking and some other uses. This, however, is well
recognized, not only in England and other countries of Europe,
but in certain portions of this country ; and steps are being taken
to prevent the pollution of streams by the refuse of organized
communities.
Considering that even in its best condition the water of a river
is of questionable hygienic quality, one can appreciate the impor-
tance of a disposal of sewage, garbage, and other wastes, in a man-
ner that can by no means injure sources which are drawn upon
for public water supply.
Dr. G. Sims Woodhead * says : —
" If river water must be used, every possible precaution should be taken
against its being made a receptacle for unpurified sewage. It is almost im-
* Report Royal Commission on Metropolitan Water Supply, Appendix C, p. 491.
18 THE PURIFICATION OF WATER.
possible during periods of flood to obtain it free from large quantities of sur-
face drainage, but it should be insisted that in ordinary weather there should
be no surface drainage directly into the Thames or into its tributaries."
According to Professor Baumeister,* we can safely drink a
sewage-polluted water when the sewage and water are mixed in
certain proportions, depending upon the amount of organic matter
in the sewage and of that previously in the water. But he depends
altogether on chemistry for the test of potability of the water,
when it is well known that chemistry is powerless to reveal infec-
tious properties or bacteria in the water. He states upon German
authority that water may carry 2^ grains of organic matter to the
gallon and still be potable. Looking at the question from a chem-
ical standpoint this may be true, but from a sanitary standpoint
any organic matter in drinking water known to be from a sewage
source will render such water unsafe for drinking.
The statement by Professor Baumeister that sewage containing
29.2 grains of organic matter to the gallon may be mixed with
river water containing 1.2 grains of organic matter to the gallon,
in the ratio of 23 gallons of water to 1 gallon of sewage, and the
mixture be safe for drinking purposes, seems to me to be very
dangerous, because the sewage may contain the germs of typhoid
fever which no amount of dilution can eliminate. Moreover,
advice like this, instead of promoting the purity of water supplies
and the public health, is calculated to injure both.
It is but fair to state that Professor Baumeister is looking at
the matter solely from the standpoint of sewage disposal into
running streams ; and it is doubtful if the selfish motive of ridding a
community of sewage by generally the easiest and cheapest method
should be allowed to prevail, when certain disaster to those who
may draw their drinking-water from the stream below is bound
to follow.
In another paragraph Professor Baumeister says : —
" The objection may be raised to these computations [relating to sewage
dilution] that the limiting amounts of organic matter in potable water was not
fixed under a supposition that a part of it was human excrement."
* " The Quality of Water Supplies," by the author, Transactions American Society of Civil
Engineers, vol. xxxii., p. 149 et seq.
SOURCES OF PUBLIC WATER SUPPLY. 19
But all sewers receive some human dejecta • and this at times
may contain disease germs, and these germs, mixing with a so-
called potable water, are dangerous. Adapting to our purpose the
memorable words of Mr. Lincoln, any water likely to be adopted
for drinking purposes may be safe to all people at some times,
it may be safe to some people at all times, but it may not be safe
to all people at all times ; and the protection of those who may at
some time be susceptible to its deleterious influences should warn
us against the use of any drinking-water known to contain organic
matter from a sewage source.
What has been said by way of objection to rivers and their
tributaries as sources of water supply will apply to lakes which
receive the drainage of rivers and the runoff of large watersheds,
with the reservation, — that in large bodies of water the reduction
of organic matter by subsidence and bacterial action will proceed
with a more regular rate than in rivers. In support of this prop-
osition, the experiments of Dr. Miquel upon water taken from the
River Seine at a point below the outfall of some of the larger
sewers of Paris indicate that polluted water at rest through a
long period of time is sufficient to reduce the organic matter to
harmless nitrates and nitrites, and remove the bacteria altogether ;
these (as organic matter) probably disappearing as gases, or form-
ing a part of the residual compounds of nitric or nitrous acid
with the inorganic bases.
The time required, however, according to Dr. Miquel, is very
great ; and excepting in cases of very large, deep bodies of water
no such reduction can be expected.
The experiments of Dr. Miquel have not taken into considera-
tion the seasonal disturbances of large bodies of water, which
occur in the spring and autumn, and are due to the difference of
temperatures of the layers of water at the top and bottom of
large lakes and reservoirs, which is calculated to bring organic
matter from the bottom of such bodies of water, and distribute
it with more or less uniformity throughout all the layers, from the
top to the bottom. Aside from these seasonal disturbances', the
fact is very well established, that there is a species of purification
going on steadily in all large bodies of water, which if uninter-
20 THE PURIFICATION OF WATER.
rupted by the accession of fresh organic matter from the runoff
of rainfall and the discharge from sewage-polluted rivers and
streams, such water would eventually become absolutely pure.
This of course assumes a regimen for lakes and impounding reser-
voirs as well as the lesser quiescent bodies of water which is not
found in practice, and in the author's opinion, the time has ar-
rived to treat such sources of public water supply in the same
manner as we are preparing to treat the water of polluted rivers ;
for the same agencies which are operating to increase the natural
contamination of river waters are also operating to produce a
contamination of our lake and impounded waters, the difference
being more in degree than in kind of pollution.
In his testimony before the Royal Commission on Metropolitan
Water Supply, Dr. William Odling,* one of the official analysts
of the water supplied by the London companies, expressed the
opinion that no river or lake water was potable until after filtra-
tion, and laid particular stress upon the necessity of filtering lake
water before it was used for dietetic purposes.
This fact is well illustrated in the experience of the city of
Zurich, which takes its water from Lake Zurich, a large body of
-water at high elevation in the Swiss Alps, and supposed for many
years to be an ideal source of public water supply ; yet it is well
known that alarming typhoid fever rates have been traced to the
polluted water of the lake, and for a number of years no water has
been taken by that city until it has first been passed through a
system of sand filters. It is possible that no natural water supply
in the United States is superior to that of Lake Zurich, lying as
it does far above the usual sources of contamination ; but despite
this fact, we find that even this body of water is not located high
enough, or far enough away from the habitation of man, to insure
its purity through all time ; and if it be essential to filter the
water of Lake Zurich before it is delivered for drinking and other
domestic purposes, why should it not be so with any natural body
of water now used as a source of public supply in this country ?
The commonly accepted opinion that sewage-polluted streams
are capable of self-purification by flow through a reasonable dis-
* Minutes of Evidence, p. 388.
SOURCES OF PUBLIC WATER SUPPLY. 21
.
tance can no longer be seriously entertained. The Sixth Report
of the Rivers Pollution Commission of England contains the con-
clusion " that there is no river in the United Kingdom which is
long enough to purify itself of sewage received at its source ; " and
it might have added, nor in any other country where fresh acces-
sions of sewage are being constantly received by rivers from cities
on their banks.
It is often held that aeration of polluted waters has a beneficial
effect on their quality. This theory, however, is successfully
disputed by the experiments of Dr. T. M. Drown for the Massa-
chusetts State Board of Health. These experiments show no
oxydizing effect of aeration on the suspended organic matter in
polluted waters, and a water must be very heavily charged with
sewage before the dissolved oxygen per unit of volume of the
water becomes so low as to have an injurious effect on the bac-
teria concerned in the destruction of organic matter. Aeration
may impart "life," as it were, to water; but it cannot be said to
have any marked influence on its quality.
It is probable that the self-purification of rivers occurs in the
same way as in lakes, — by subsidence of the heavier organic matter,
and by the destructive action of the bacteria ; and these effects, as
shown by the experiments of Dr. Miquel on the water of the River
Seine, require considerable time, and are probably assisted by a
quiescent state of the water, — two conditions not consistent with
rivers of steep or moderate slope, and exposed from point to point
in their course to renewals of organic matter from sewage and
drainage sources.
Certain eminent investigators still hold to the opinion that self-
purification of polluted streams really occurs, and that this, com-
bined with dilution of the sewage by accession of fresh water, will
be sufficient to purify a contaminated water until it is fit for drink-
ing. But no reliance can be placed on self-purification ; and if cities
are to have a satisfactory drinking-water from a source of known
pollution, it must be made satisfactory by some artificial means.
Impounding reservoirs, such as constitute the sources of sup-
ply for New York and Liverpool, are not open to the same degree
of pollution as lakes and rivers ; but excepting the drainage-ground
22 THE PURIFICATION OF WATER.
of such sources is laid waste, and rendered free from all animal
influences, even such water cannot be regarded as complying with
the highest standard of hygiene.
Dug wells sunk a short distance in the drift are open to pollu-
tion from surface drainage ; and such should never be adopted for
a public supply except they be far removed from human habita-
tion, and then only when the materials through which they are
dug contains a thick stratum of impervious clay overlying the
water-bearing sand or gravel. Wells of this character usually are
limited in depth to the suction lift of pumps, and intercept water
only in the upper layers of the soil.
Sometimes shallow wells intercept veins of water gathered on
distant and higher watersheds, and the water may have been sub-
jected to efficient natural purification before it reaches the well.
In such cases, if the materials of the drift and the manner of
constructing the well are such as to effectually exclude all local
surface drainage, the water may be of high quality and altogether
safe. It is not an easy matter, however, to determine from what
source intercepted ground water has come ; and shallow well water
should no't be used for public supply until repeated bacterial and
chemical tests, through a reasonable length of time, have shown
no possible pollution by sewage or local surface drainage.
If it be true that the typhoid fever death rates in any large
community is a reliable index of the quality of the public water
supply, then we are bound to admit that our great lakes (sewage
polluted as they are, especially in the neighborhood of such cities)
cannot be accepted as satisfactory sources of public water supply,
excepting the water be subjected to careful filtration before it is
supplied to the consumers.
TYPHOID FEVER DEATH RATES PER 1OO,OOO OF POPULATION LIVING.
CITIES USING LAKE WATER.
Chicago, (average for seven years ending December 1896), 71
Milwaukee, 29
Detroit, " " " " 30
Cleveland, 46
Buffalo, « " sup " 34
Average, 42
SOURCES OF PUBLIC WATER SUPPLY. 23
CITIES USING RIVER WATER.
Pittsburg, (average for seven years ending December, 1896), 84
Philadelphia, " " « " " " « 45
Cincinnati, " " " « " " " 49
Louisville, " " " " " " " 74
St. Louis, " " " " " " « 39
Average, 58
CITIES USING FILTERED RIVER WATER.
London, (average for seven years ending December, 1896), 14.4
Berlin, " " " " " " " 7.1
Rotterdam, « " « " " « » 5.7
Hamburg, " « four " » " « 9.7 *
Hamburg, " " three " " " " 7.0
Altona, " " six " " » 1895 26.8
Average, 12.2
In addition to the causes of pollution of river and lake waters
previously mentioned, certain objectionable properties are some-
times imparted to the water by the subsoil drainage from irrigated
and fertilized land. Thus the salts in phosphates and other ferti-
lizers, and the ammonias from land laid with stable compost, are
taken up by the water percolating through the arable ground, and
eventually find their way by lateral movement through the soil
into sources of water supply. While the simple addition of organic
matter to water by this cause may never be very objectionable in
itself, there is an objection to imparting properties to water which
may encourage the growth and development of some of the patho-
genic bacteria, and the increase of the alkalinity of water has
already been pointed out, at least in one instance, as the cause of
the rapid development of the cholera bacillus. f A professor of
chemistry in one of our Western universities has stated to the
author, that from his investigations typhoid fever seems to be
most persistent in those districts where the water is abnormally
high in nitrates and nitrites, and it is altogether probable that the
subsoil drainage of farm lands is concerned in maintaining this
condition of nitrates and nitrites in certain water sources which
are drawn upon for domestic supply.
* Filters put in service, May, 1893.
t Micro Organisms in Water, by P. F. & G. C. Frankland, London, 1894, p. 300 (Ham-
burg Epidemic, 1892).
24 THE PURIFICATION OF WATER.
The author does not propose at this time to discuss the influ-
ence of nitrates or nitrites on the vitality of the typhoid bacillus,
and will simply suggest that what has hitherto been regarded as a
matter of no consequence in connection with a public water sup-
ply may become, in the light of future developments on the biology
of this germ, a question of grave concern. Thousands of acres of
farm land are to-day being annually treated with natural and arti-
ficial fertilizers, and the subsoil water from such land is going into
some of our sources of water supply with possibly no advantage to
the water. If the opinion now held by some investigators be con-
firmed by later experience, — that the addition to water of certain
salts from these fertilizers is favorable to the growth of the ty-
phoid bacillus, — then a new and difficult problem will be pre-
sented in connection with the other and well-recognized sources
of pollution by surface drainage and urban sewage.
It is altogether feasible to provide against the direct contami-
nation of water supplies from sewage by requiring all communities
to treat this in such manner that the effluent shall conform to a
given standard of hygiene before it is permitted to go into our
water courses, lakes, and ponds ; but the objection to surface and
subsoil drainage cannot be so easily disposed of. In the light of
the present information upon the subject, we are safe in assuming
that any dangers to our sources of water supply from these causes
must be met by treatment of the water after such pollution has
occurred, rather than by efforts to prevent pollution ; and if the
theory and operation of sand filtration be accepted as established
conditions, and not as propositions still to be proven, we can as-
sume that the filtrate may be brought to any practical standard of
hygiene without regard to the quality of the water from which it
is obtained.
Filtration to be successful must be able to meet all the vary-
ing conditions of any water, and render a filtrate which will be
substantially unvarying in quality. While the quality of the water
applied to the filter may, and in many cases will vary between
wide limits, the quality of the filtered water must be practically
uniform. The London standard of bacterial quality of the filtered
water is one hundred bacteria per cubic centimeter of the filtrate ;
SOURCES OF PUBLIC WATER SUPPLY. 25
and while the counts are usually much lower than this, under no
condition can the filtered water show more than this number with-
out passing the limits there assigned for potable water.
The London standard is thus not based upon the relation of
the numbers of bacteria in the filtrate to the numbers of bacteria
in the unfiltered water, but is an absolute standard, to which the
filtered water must conform without regard to the bacterial con-
dition of the water as it comes from its natural source. The
standard of filtered water, like all standards, is an arbitrary one,
and is fixed upon the judgment of men best informed upon the
subject ; and as standards of quality for any substance are rarely
placed beyond the reach of practical methods, it is reasonable to
infer that with increased experience and knowledge of filtration,
and with improved results from the application of research and
experiment, that the standard of water quality will be placed higher
and higher, until the limit of practical methods is attained.
That one hundred bacteria or colonies per cubic centimeter of
filtered water is not a rare or difficult achievement is well attested
by the operation of the Chelsea filters, which according to Dr. E.
Frankland, the official analyst of the water supplied by the London
companies, furnished a filtrate that contained for the year 1896,
omitting the month of June, an average of 21 colonies of bacteria
per cubic centimeter of water, the numbers being as high as 55 in
December and as low as 2 in September, while the river water at
Hampton Court, the point of intake for the Chelsea water company,
contained so few as 1,740 bacteria per cubic centimeter in August,
and as many as 160,000 bacteria per cubic centimeter in December
of that year.
No operation suffers by care in its performance ; and to the
caution as well as skill displayed in the operation of the London
filters is due the low numbers of bacteria in the filtered water,
and the low typhoid fever rates of that metropolis.
When failures have been recorded in the filtration of public
water supplies, it can be set down as being due to ignorance or
carelessness in proportioning the filters, or to gross mismanage-
ment in their operation. Many attempts have been made to pass
water through sand filters at rates which were not only beyond
26 THE PURIFICATION OF WATER.
all precedent, but beyond reason. Thus a certain water company,
which is now supplying a city of over 150,000 population east of the
Rocky Mountains, has attempted to filter a polluted water at the
rate of nearly 200,000,000 gallons per acre per day ; a rate one
hundred times greater than that for the London filters, and has
assumed that this water was fit to go to its consumers, and be
used for drinking and other dietetic purposes. The vertical rate of
filtration in the London and most of the European works seldom
exceeds 8 to 10 feet per day of twenty-four hours, while the esti-
mated rate for this improved system of filtration in the Western
city was 600 feet per day, or 5 inches per minute.* Natural fil-
tration through the pervious materials of the drift is variously stated
to occur at rates of 7 to 40 feet per day of twenty four hours.
Under circumstances like these it is not surprising that the
water was really not filtered at all, and went through the mains to
the consumers with no actual improvement in its hygienic quality.
The typhoid fever rates for that city were abnormally high for
the last six months of the past year (1896), and the health officials
very justly charged the unusual rates to this sham filtration.
In another Western city an improved natural filter was recently
started to operate at rates of 22,000,000 to 44,000,000 gallons per
acre per day, with very satisfactory results, according to report of the
designer. No analysis of the water before and after it passed this
filter, nor records of the influence of such water filtration on the
health of the consumers, are available by the author ; but it cannot
be doubted that filtration under these conditions is really no filtra-
tion at all, and is calculated to hinder rather than encourage proper
efforts in the direction of water purification by practical methods.
If the bacterial contents of a water is a fair test of quality, then
driven wells sunk to moderate depths in the drift do not always
intercept thoroughly filtered water. Professor Sedgwick, of the
Massachusetts State Board of Health, has tested the water of a
number of driven wells in the vicinity of Boston, with bacterial
counts as high as 1,376 per cubic centimeter, while the water from
other driven wells was shown to contain so few as 30 bacteria per
cubic centimeter.
* Transactions American Society of Civil Engineers, vol. xxxi., p. 159.
SOURCES OF PUBLIC WATER SUPPLY. 27
The author's tests have shown certain drivep wells to supply
water containing from 2 to 4 bacteria per cubic centimeter, while
other wells have shown as many as 1,060 bacteria per cubic cen-
timeter. When chemical analyses have been made by the author
contemporaneous with the bacterial tests, the higher counts of
bacteria in driven well waters are usually accompanied by evi-
dences of organic matter in the water.
High numbers of bacteria in driven well water is sometimes
said to be due to the condition of the casing-pipe rather than to
the water. But this scarcely can be correct ; the manner of driving
tube wells and the condition of the casing are quite alike in all sit-
uations, and counts of bacteria per cubic centimeter of the water
as widely separated as 2 to 1,400 cannot be satisfactorily ac-
counted for by growths on the walls of the pipe.
Within the author's practice he has seen no reason to suspect
any variation in the condition of the interior surfaces of the iron
casings, while great variations in the bacterial counts of driven well
water have bean recorded. It is quite probable, even with foul
casing-pipes, that the continuous passage of water of low bacterial
contents over the iron would reduce the bacteria to the kinds and
numbers of those naturally in the water ; * and since tests of the
water for bacteria are usually made after long pumping of such
wells, it seems unreasonable to charge high numbers of bacteria
in water from tube wells to the growth of species in the organic
matter supposed to be on the interior surface of the pipes.
Natural nitration through the materials of the drift must de-
pend (like artificial filtration through prepared beds of sand) upon
several factors, chief of which are the thickness of the layers, and
size of the grains of sand and gravel, through which the water passes
to the lower levels, where it is collected in reservoirs and pockets,
or intercepted by strata through which vadose currents are passing.
It cannot be assumed without analysis that natural filtration
always produces pure water. In some examples it doubtless does ;
in others it may not. If the pervious materials of the drift are
quite porous, allowing high rates of vertical percolation, it is possible,
indeed probable, that such water, if originally polluted, will still be
* Practical Bacteriology, Dr. W. Migula, London, 1893, pp. 151, 166.
28 THE PURIFICATION OF WATER.
polluted at considerable depths. Beds of coarse gravel below the
lower levels of the ground water probably have no influence on the
quality of the water passing through them, no straining effect can
be expected, nor is the author aware of any biologic action taking
place in deep-seated strata of pervious materials.
Dr. Rosenau * of the U. S. M. H. S., during November of 1895,
made a very exhaustive examination of the water supplied to the
city of San Francisco, and found unmistakable evidence of the
presence of the colon bacillus and b. proteus vulgatis in the San
Andreas and Pilarcitos waters, and evidence of the proteus variety
in the water from the Crystal Springs Reservoir.
The Visitacion water, from a series of wells 130 to 180 feet
deep in the sand and gravel, contained the colon bacillus. Con-
cerning these bacteria Dr. Rosenau says : —
" The presence of the proteus indicates fermenting processes, doubtless
the decomposition of organic matter in the water. This organism is one of the
most common and widely distributed putrefactive bacteria.
" The colon bacillus is an intestinal organism, and its presence in the
water means contamination with alvine discharges, either of man or the lower
animals."
In the light of what has been said on the inefficiency of natural
nitration in certain localities, the discovery of b. coli communis in
water from the wells of the Visitacion water-works possesses es-
pecial significance. The presence of this bacillus in water is an
index of sewage pollution, either from man or animals ; and the
evidence of sewage pollution at this depth (130 to 180 feet)
clearly demonstrates that natural filtration cannot be relied upon
in all localities or at all times.
The water from a well sunk in a sand-bar in the Ohio River
near the city of Cincinnati, at a depth of 77 feet, contained a
putrefactive bacterium resembling b. proteus vulgaris, which lique-
fied 10 per cent gelatin in a cool cupboard within two days.f The
water from the Ohio River had a hardness at this time of 2.18
to 2.40 parts per 100,000 parts of water ; while the water from
* Public Health Reports, Washington, D.C., April 10, 1896.
t Report of Engineer Commission on Extension and Betterment of Cincinnati Water
Works, 189(3, p. 23.
SOURCES OF PUBLIC WATER SUPPLY. 29
the bottom of the sand-bar had a hardness of 12 to 13 parts per
100,000 parts of water, indicating ground water not well purified
by percolation through the pervious materials of the drift.
It is fortunate, however, that the ground water generally adopted
for public water supply is gathered originally on suburban or unim-
proved land, the runoff of which at its worst is never polluted with
city sewage, as are our rivers and some other bodies of water ; and
such water is infinitely less liable to contain the bacteria of disease
communicable by drinking-water.
Such waters, while of higher purity than lake and river waters,
are not always to be accepted as indices of the efficiency of natu-
ral filtration, but as waters which never were seriously polluted.
The distrust of all natural sources of water supply, excepting
deep wells, and springs at high elevations, by many of the European
authorities, has given a strong impetus to filtration -of water in
foreign cities. "With the exception of mountain springs * such as
supply Vienna and Munich, or carefully planned works for ground
water such as supply Dresden, or deep well water from the chalk
strata such as supplies the Kent district of London, the foreign
engineers seem to regard nearly all other of the natural sources
of water supply as open to suspicion."
Certain standards of quality in articles of diet are recognized
the world over, and even the poorer grades of food materials are
required by law to be of a quality that will cause no injury to
health. All civilized nations insist upon absolute immunity from
disease through articles of diet ; and why should people be less
concerned about the quality of their domestic water supplies than
they are about the quality of articles of food ? No other sub-
stance enters so largely into the support of the animal system ;
and the same care and safeguards which are applied to the ordi-
nary articles of food should be applied to drinking-water, and water
for most of the domestic uses.
The objection to polluted water is not so much to the organic
matter which it may contain, as it is to the possibility of the pres-
ence of some of the bacteria concerned in the production of disease.
* The Water Supplies of Eight Cities in Relation to Typhoid Fever Rates, by the author,
Chicago, 1896.
30 THE PURIFICATION OF WATER.
At the present time some 23 of the pathogenic organisms have
been found in water or sewage, among which are the germs of
typhoid fever and cholera.
The latter being a disease not indigenous to this country, and
rarely coming even by importation, it is sufficient to consider the
typhoid bacillus as the special object to be avoided in selecting
sources of water supply, or to be restrained by methods of purifi-
cation of polluted waters.
While other pathogenic organisms may be imbibed through
drinking-water, or be taken into the system through some other
form of contact with water, and set up processes which lead to
disease, the proof of this is still lacking ; and the distinguishing
purpose of pure or purified water is the reduction of the typhoid
fever rates. Moreover, the use of a naturally pure water, and the
processes resorted to for the purification of polluted waters, will
probably have the same influence on all other water-borne patho-
genic organisms as on the typhoid bacillus ; and remedies which
will be successful in excluding this one germ from our domestic
waters will (so far as we now know) operate with equal force
against all other water-carried disease germs.
Before discussing the probability of typhoid fever infection by
public water supplies, it may be well to remark that other dis-
orders of the animal system may be traced to certain inorganic
matters in water. Thus waters high in lime or other bases are
not the best for continuous use as a drinking-water. Certain of
these minerals may, in very limited quantities and at times, be of
advantage to the animal system ; but the continuous use of a water
high in mineral contents is recommended by physicians only in
special cases, and to correct certain disorders or symptoms to
which such waters, or rather their mineral contents, are fitted.
In early life that part of the human system which is intended
to eliminate the excess of salts in water and food is very powerful,
and capable of a large amount of daily work without injury. As
we grow older, and especially in advanced life, this part of the
system can be easily overworked ; and when it is, the blood will
contain an abnormal amount of these salts or their acid products
which lead to very serious results. The excess of salts often is
SOURCES OF PUBLIC WATER SUPPLY, 81
deposited in the capillaries and other blood vessels where the cir-
culation is sluggish, rendering them brittle and easy of rupture bv
shocks or vascular pressure.
Embolisms, apoplexy, and paralysis may be traced to this de-
posit of lime or some other base (in excess in the blood), which
impedes the movement of the fluid through the vascular system,
and produces stresses in some of the more delicate vessels or cap-
illaries, which they are unable to resist. This objection to what
are usually termed hard waters for drinking-purposes may be very
refined, and too remote for practical consideration in the light of
the more pronounced objection to the sewage pollution of waters ;
but it is worthy of thought, and continued study of this aspect
of drinking-waters may verify the author's opinion, that a soft,
pure drinking-water is better for the human system than a hard,
pure drinking-water.
While there is a popular sentiment against the use of a water
known to be sewage polluted, this is neither as strong nor as well
grounded as it must be to secure reforms in the water supplies of
many of our cities. When people come to understand that disease
and death lurk in sewage-polluted waters, and that to drink such
waters, or permit others to drink them, is an invitation to suffering
and -loss of life, then communities will demand remedies for the
evils which in many instances are now but vaguely supposed to
exist.
There are several well recognized tests of the quality of a water
supply : —
First, the test by chemical methods, which measures the
amounts of nitrogenous organic matter in water as ammonias, the
chlorides of sodium and potassium as chlorine, the reduction of
nitrogenous matters to nitric and nitrous acids, as nitrates and
nitrites, and finally determines the presence of minerals, as arsenic,
copper, etc., which may be in quantity sufficient to make a given
water supply dangerous to health. Chemistry divides up the dis-
solved and suspended matters, and indicates the nature and amount
of each.
Second, the test by biological methods, which deals exclu-
sively with the number and kinds of organisms present, and their
32 THE PURIFICATION OF WATER.
probable origin in the water, and more directly and certainly
than chemistry determines the fitness of water for domestic
uses.
Finally, the quality of a given water supply may be roughly
but effectually determined by allowing the people to use it, and
noting its influence on their health. This method prevails in
nearly all the cities of this country ; and a comparison of the
typhoid fever rates from these with the rates of other cities where
the quality of water supply is the subject of careful and constant
supervision, clearly demonstrates the importance to every com-
munity of the best water which skill and money can provide.
For many years the cities of Jersey City and Newark, N.J.,
drew their water supplies from the Passaic River at Belleville.
Above this point, as early as 1894, the river was receiving the
sewage from two hundred thousand people ; and, being subject to
tidal influence, some of this sewage was carried up and down past
the two water-works intakes, until it went with ebb-tides into
Newark Bay, or was deposited by subsidence on the bottom of the
river. At the time of the author's examination of the Jersey City
water (August, 18&4), some destruction of the sewage by the
action of the bacteria, infusoria, and other living organisms, in the
water evidently was going on, but at a rate too slow to have any
marked effect on its quality. In April of 1892 Newark abandoned
the Passaic River, and commenced to draw its water supply from
impounding reservoirs in the valley of the Pequannock River, while
Jersey City continued to take all or part of its water from the Pas-
saic River until November, 1896.
« These two cities are separated principally by a large meadow or swamp.*
They are embraced in the same "system of electric street railroads, subject to
the same climatic conditions, and, excepting their sources of public water sup-
ply, there is no known reason why any marked difference in the typhoid fever
rates should exist between them."
" A comparison of the typhoid rates for the past seven years from these
two cities, however, furnishes important evidence that water is the carrier of
the typhoid bacillus, and that the typhoid death rate bears a just relation to
the sewage pollution of our sources of public water supply."
* Engineering Record, March 23, 1895. (Including rates for 1895-1896.)
SOURCES OF PUBLIC WATER SUPPLY.
33
In the following table are given the death rates from typhoid
fever per 100,000 of population living : —
YEAR,
Death Rate,
YEAR,
Death Rate,
Until 1892, and
for nearly four months
of that year, both cities
drew their water sup-
plies from the Passaic
River, at Belleville.
During April of 1892,
the supply of Newark
was changed to the
Pequannock source ;
while Jersey City con-
tinued the use of Pas-
saic water until No-
vember of 1896, when
the whole supply of
that city also was
obtained from the
Pequannock River.
While the influence
of the Pequannock
water is not so well
shown in the annual
records of Jersey City,
a study of the monthly
typhoid mortality for
1896 reveals the re-
markable vileness of
the water from the
old source.
JERSEY CITY, N. J.
1890. 1891. 1892. 1893. 1894.
91 95 53 60 76
NEWARK, N. J.
1890. 1891. 1892.
60 81 45
1893.
28
15
1895. 1896.
71 61-62
1895. 1896.
17 21
34
THE PURIFICATION OF WATER.
Considering that the average death rate from typhoid fever in
Newark since the introduction of the Fequannock water is still
from two and a half to five times what it would be if supplied
with water like that of some of the larger cities of Europe, one
can understand how objectionable must be the Passaic River as a
source of dietetic water supply.
The average rate for Newark for 1890 and 1891 was 70.5 ;
while the average rate for 1892 to 1896 inclusive was 25.2, or a
reduction of 64.3 per cent. The average rate for Jersey City for
1890 and 1891 was 93 ; and the average rate for 1892 to 1896
inclusive was 64. 3^ a reduction of 30 per cent.
This reduction in the case of Jersey City is due to other causes
than the use of Pequannock water ; and allowing for the same
general influences in the city of Newark, the net reduction in the
typhoid fever rates by Pequannock water was 34.3 per cent.
The distinct influence of the Pequannock water when used in
Jersey City in comparison with Passaic water, is shown by the
following table : —
JERSEY CITY, N. J. (1896). POPULATION, 187,OO8.
MONTH.
PUMPED FROM
PASSAIC RIVER.
Av. DAILY GALS.
BY GRAVITY FROM
PEQUANNOCK RIVER.
Av. DAILY GALS.
PERCENTAGE
OF PEQUAN-
NOCK WATER.
DEATHS FROM
TYPHOID
FEVER.
January,
18,100,000
6,600,000
27
28
February,
15,700,000
10,400,000
40
30
March,
14,700,000
11,500,000
44
16
April,
9,800,000
13,900,000
59
9
May,
13,200,000
13,000,000
50
6
June,
6,300,000
21,000,000
76
7
July,
5,700,000
22,400,000
80
3
August,
6,900,000
22,100,000
76
3
September,
7,900,000
19,900,000
72
3
October,
3,500,000
22,500,000
86
4
November,
. . .
25,500,000
100
1
December,
. . .
28,400,000
100
5
Of the 115 deaths from typhoid for the year (1896), 74 oc-
curred during the first three months, for which time the average
proportion of Pequannock water was 39 per cent.
On comparing January and February, when 67 per cent of the
SOURCES OF PUBLIC WATER SUPPLY.
35
water supply was drawn from the Passaic River, with the months
of November and December, when all . the water was from the
Pequannock River, the reduction in the typhoid rates was nearly
90 per cent.
From the following table it appears that the typhoid death rate
is generally higher in Jersey City for the months of October,
November, and December, than for the months of January, Febru-
ary, and March, as it usually is for other cities ; and assuming this
to be true for the year 1896, then with an increased or complete
substitution of Pequannock water for the sewage polluted Passaic
water, there was a reduction of over 86 per cent in the typhoid
death rates.
DEATHS FROM TYPHOID FEVER, JERSEY CITY, N. J.
YEAR,
1893.
1894.
1895.
189G.
1897.
POPULATION,
175,000.
179,939.
184,173.
187,098.
190,000?
January,
12
16
12
28
1
February,
3
5
9
30
6
March,
15
1
20
16
2
April,
7
6
19
9
2
May,
2
3
9
6
2
June,
11
4
7
7
3
July,
6
10
7
3
1
August,
13
14
11
3
2
September,
8
16
6
o
«J
2
October,
9
23
13
4
3
November,
11
7
9
1
• •
December,
8
14
14
5
The average deaths from typhoid for the months of November
and December for the years 1893 to 1895 inclusive, during which
time Passaic water alone was used (corrected for population of
1896), were 22, compared with which months the deaths for 1896,
using Pequannock water alone, were 6, or the reduction was 73
per cent. Comparing the deaths for January and February, 1893
to 1896 inclusive, with the deaths for the same months of 1897,
the reduction of the death rate was over 76 per cent, by reason of
the complete substitution of Pequannock for Passaic water. The
water from the Pequannock was first turned into the Jersey City
mains Jan. 10, 1896.
36 THE PURIFICATION OF WATER.
The city of Lawrence, Mass., with a population (1896) of
55,000, draws its water supply from the Merrimac River, after it
has received the sewage from Lowell, nine miles above. The city
of Lowell, with a population (1896) of 85,700, draws its water
supply partly from the Merrimac River, and partly from a system
of driven wells. Lawrence, however, has filtered its water since
September of 1893, while Lowell uses such water as is drawn
from the river in its natural state.
The typhoid fever death rates per 100,000 of population living,
for these two cities, since 1890, are shown in the following table : —
YEAR, 1890. 1891. 1892. 1893. 1894. 1895. 1896.
Lowell, 158 98 90 61 55 39 42
Lawrence, 123 115 102 93 48 31 15
The average death rates for the years 1890 to 1892 inclusive,
before filtered water was used in Lawrence, were for Lowell 115,
and for Lawrence 113, or quite the same ; while for the three
years, 1894 to 1896 inclusive, during which time filtered water was
used in Lawrence, the average rates were for Lowell 45, and for
Lawrence 31. The percentage of reduction in the rates for Lowell
was 40, and for Lawrence over 72, leaving a net reduction of 32
per cent to be credited to the filtered water of the latter city.
This is not all that the filtered water is entitled to, according
to reports from Lawrence, which show that many of the mill opera-
tives continue to use canal water, which is unfiltered Merrimac
water, in defiance of the notices posted conspicuously in the mills
that canal water is dangerous to health, and should not be drunk ;
and a fairer comparison will be of the years 1890 to 1892 inclusive,
before the filtered water was introduced, with 1896, when the use
of filtered water was doubtless more general than for 1893, 1894,
and 1895. Upon this comparison, Lowell shows a reduction of
63.5 per cent on the former rates, while Lawrence shows a reduc-
tion of nearly 87 per cent on the former rates, or a net reduction
in favor of the filtered water of Lawrence of over 23 per cent.
An examination of the table indicates that some influences
were at work in Lowell since the filtered water was introduced in
Lawrence, which very materially reduced the typhoid fever rates
SOURCES OF PUBLIC WATER SUPPLY. 37
of the former city ; * but whatever these influences, they were not
so efficient in reducing the death rates as were those of the filtered
water supplied to Lawrence.
Standing alone, the nitration of the polluted Merrimac River
water has reduced the typhoid rates for Lawrence nearly ninety
per cent ; and by the correction of certain errors in the design of
this filter, with total abstinence of the people from unfiltered
water, a greater reduction than this is to be expected.
The great difficulty in the way of advancing practical works
of water purification is the lack of proof that water is really the
cause of disease. A moment's reflection will convince one that
apart from transmission by personal contact, as in smallpox, or by
food, as milk, etc., all infectious diseases must be transmitted to
human beings from the air, the soil, or from water. The evidence
now that certain diseases like tuberculosis and diphtheria are due
to air-borne germs is very satisfactory. Similarly from the soil
we obtain the germs of tetanus and anthrax, and the evidence is
very convincing to the majority of investigators that typhoid
fever and cholera are almost exclusively water-carried diseases.
Dr. Edmund Rogers, an eminent physician of Denver, Col.,
classes mountain fever with typhoid fever. Both are continuous
fevers, and arise from similar causes. If the fever is light, it is
called mountain fever ; if it becomes intense, it is called typhoid.
Typhoid seems to be endemic in parts of certain States where
mountain water constitutes the supply for potable purposes. It is
a mistake to assume that mountain water must be pure water,
where exposed, as it is in many localities, to the sewage from
mining-camps or other permanent or migratory settlements upon
the watershed above the points at which such water is taken for
domestic supply. Small centers of typhoid are found upon the
mountain slopes at all times, and these may furnish material for
the infection of cities dependent upon mountain water.
* After above paragraph was written, a communication to the author from Mr. R. J.
Thomas, superintendent of the Lowell water-works, contained the information that since
February, 1896, " No water has been taken from the river, direct nor through the filter [described
in Chapter XI.], a sufficient supply of very good water having been obtained from a system of
driven wells."
38 THE PURIFICATION OF WATER.
A foot-note in Mr. Preller's paper on the water-works of Zurich,
Switzerland, contains the following statement : —
" Spring water rising in the upper Alpine reaches is, in spite of its crystal-
line clearness, peculiarly liable to pollution by the scattered droppings of graz-
ing cattle, unless the whole drainage area is inclosed. Although the water
purifies itself to a great extent in the course of its flow, it can produce epi-
demics by the droppings of diseased cattle, of which cases are recorded in
the upper Rhine Valley, at Neuchatel, and at Appenzell."
Here is a danger to which too little attention has been given.
In considering the population of a given watershed no mention
(within the author's knowledge) has ever been made of the num-
ber of domestic animals, while careful enumeration is given of the
people per square mile. Domestic animals are not always in a
state of health ; and evidently any disease germs which may be in
the excreta of these scattered over a given watershed will be
washed into the streams, lakes, or reservoirs with each succeeding
storm.
It is not likely that any farmer would fancy having the sewage
from his stock discharged into his domestic well, yet the same
thing really occurs when the runoff of rainfall on perhaps every
watershed carries this same sewage from domestic animals into
our sources of potable water supply.
Some of the diseases of cattle and sheep, for instance, are rec-
ognized as diseases of man ; and while no evidence exists that these
are infectious by water carriage, still it is certainly very imprudent
to assume that no danger can exist in this direction simply be-
cause it has not been proven.
It is sometimes held that all typhoid fever cannot be charged
to impure water supplies : this may or may not be true ; but in
any family the only things that are common to all its members
are the water, the soil, and the air surrounding the premises —
all other possible causes of disease infection are affected by the
personal habits of the members. Nearly all articles of diet, ex-
cepting water and milk (as a beverage), are sterilized by cooking
and baking before they are ingested ; and such articles as are not
sterilized are usually washed with water before they are brought
to the table.
SOURCES OF PUBLIC WATER SUPPLY. 39
Other causes than domestic water supplies liave been shown
to be responsible for typhoid epidemics, but water only has been
shown to be the cause of our high continuous typhoid fever rates.
The investigation of epidemics of typhoid fever in isolated
localities has suggested that in many of these the cause must
have been local ; and it has been held that when no known pol-
lution of the water supply by domestic sewage has occurred, the
water supply was blameless.
A little thought upon the subject suggests that, in settlements
far removed from the ordinary channels of typhoid infection, the
same causes may be at work that we find in more populous centers.
The colon bacillus may be found in any water open to pollu-
tion from the excremental refuse of domestic animals ; and may it
not be possible that the colon bacillus from a sheep or hog, when
taken into the human system, becomes the active cause of typhoid
fever ? and if it does, is it not easy to understand how epidemics
can arise, even when no apparent cause may exist ? It is not
known to the author that any one excepting Professor Lankester
believes that the colon bacillus may become the typhoid bacillus ;
and no one but Harvey, two hundred and fifty years ago, believed
in the circulation of the blood. Harvey, however, was right, while
the others were wrong ; and Lankester may be right to-day. Many
steps must be taken to prove his views ; and if proven by time,
the cause of these isolated typhoid cases will be made very clear,
and water again will be shown to be the carrier of the infection.
The fact has been repeatedly shown, that certain so-called
pathogenic organisms have their virulence exalted by contact with
certain other so-called non-pathogenic organisms ; and the com-
bined effect of the action of the colon bacillus normal to the
human intestine and the colon bacillus from domestic animals
may be the symptoms and lesions characteristic of typhoid fever.
Proof of this is lacking, but certain epidemics seem to be
accountable for in no other way.
40 THE PURIFICATION OF WATER.
CHAPTER III.
BACTERIAL CONTENTS OF VARIOUS WATERS.
THE great variation in the numbers of bacteria counted from
the same source on different dates of the same month, or upon a
series of plates all inoculated in the same manner at the same
time, has frequently been noted, and is probably due primarily to
the lack of uniformity in the distribution of the bacteria through-
out the water sample, and somewhat to the nutrient properties of
the media employed, and temperature of growth.
When the nutrient media are from the same solution for a
series of three or more plates, and the conditions in other respects
the same, the author has frequently found a great difference in
the number of bacteria from successive drops of water from the
same sample, which can be reconciled only upon the theory of a
lack of uniform distribution of the organisms in the water sample.
It is well known, in the case of a water sample allowed to stand
for a few minutes, that the number of organisms varies consider-
ably with the depth at which they are taken by the dropping tube,
the smaller number being found near the surface of the water,
and the larger number at the bottom. To avoid an error due to
depth of water when the sample is taken up for inoculation of
the nutrient media, it is customary to shake the bottle thoroughly
before it is opened and the sample taken, to distribute as well as
possible the organisms throughout the whole volume of water.
The number of bacteria per cubic centimeter of a water sam-
ple also depends upon how the inoculation is made ; whether the
water is taken from the collecting bottle and quickly dropped into
the gelatin, or is given time to permit of the bacteria settling
to the point of the pipette before inoculating the tube. A test for
the effect of gravitation of the bacteria after the sample of water
has been taken up in the dropping tube is given below : —
BACTERIAL CONTENTS OF VARIOUS WATERS.
41
PLATE I. — Water taken from the beaker into the tube, and a few minutes
allowed for the bacteria to settle to the point of the tube before the inocula-
tion was made.
PLATE II. — Inoculation quickly made after the sample of water was
taken into the dropping tube.
PLATE III. — Same as PLATE II.
WATER FROM DOMESTIC CISTERN.
PLATE I. — Bacteria per cubic centimeter, 1,330
PLATE II.— « " « « 460
PLATE III.— " « " « 480
Tests of Ohio River water as it comes through the taps of Cin-
cinnati have been made by the author with the following results :
BACTERIAL CONTENTS OF OHIO RIVER WATER AS SUPPLIED TO THE
CITY OF CINCINNATI.
DATE.
DAYS OF GROWTH.
COLONIES PER C. C. OF WATER.
July 18, 1894,
4 on gelatin,
7,665- 9,570
" 24, "
5 "
94,050-163,000
Aug. 1, "
7 "
1,680
Oct. 4, "
4 " agar,
9,856
" 15, "
5 " . "
1,872
" 15, "
5 " gelatin,
5,820
" 29, "
5 «
1,760
Nov. 7, "
5 " "
2,674
Mar. 13, 1895,
6 " "
20,724
July 23, "
4 " "
2,835- 2,910
Aug. 30, "
4 • i it
561
Nov. 29, "
4 tt it
8,448- 9,120
Dec. 12, "
5 tt n
2,455- 3,295
Jan. 15, 1896,
n " u
3,146- 4,825
" 22, "
5 »
1,248- 1,704
" 27, "
4 "
1,498- 1,701
Feb. 1, "
4 "
5,025- 5,100
" 9, "
4| " «
1,596- 1,717
" 10, "
6 " "
2,030- 2,155
" 16, "
71 ,. „
1,442- 1,680
" 16, "
41 „ «
1,458- 1,593
Mar. 1, ""
3f "
842- 1,446
" 2, "
5 "
1,051- 1,821
Apr. 12, "
5* « »
1,657- 1,883
June 29, "
4 .<
2,304- 2,832
July 4, "
4 «
495- 644
Dec. 11, "
4 "
10,742- 11,300
" 13, "
4 .*
6,333- 9,637
42 THE PURIFICATION OF WATER.
There is nothing unusual about the bacterial contents of the
Ohio River water. All rivers receiving sewage, or the wash of
soil, contain relatively large numbers of bacteria, most of which
are the common water species, and concerned in the breaking up
of organic matter. The water supply of Cincinnati is subjected
to no kind of purification before it is delivered to the consumers,
and any objection which may exist to it before it is pumped from
the river still exists when it reaches the consumer. Cincinnati is
one of the cities of this country which has a high typhoid fever
rate.-
According to Mr. M. N. Baker,* who has given very serious
consideration to the subject of sewage disposal and water purifica-
tion, " When sewage-polluted water must be used, means should
be adopted for its purification."
With large dilution of sewage containing pathogenic organisms,
the chance of taking any of these into the stomach through the
medium of drinking-water is diminished, but the longevity of the
organisms is increased. In an undiluted sewage the typhoid bacil-
lus would probably perish within a short time. In pure water,
that is, water free from the energetic putrefactive organisms, the
typhoid bacillus would live for weeks. If other organisms be
absent from the water, i.e., if the water is sterile, the typhoid
bacillus has been known to survive for three months. f
Dr. Abbott states that no bacteria are found in deep well
water,J but the author's experience has been quite to the con-
trary ; no well water, however deep the well, has failed to contain
some bacteria, and some moderately deep driven wells have shown
considerable numbers upon bacterial test.
The examinations by Professor Sedgwick, and the table of
results by the author which are given on pp. 44 and 45, throw
some light on the bacterial contents of well water.
Certain experiments have been made to determine the effect of
domestic filters on Ohio River water. These filters are all sold as
germ-proof apparatus, and the purchaser in most instances really
* New Jersey Sanitary Association, Proceedings, 1895, p. 75.
t Water Supply for Cities, by author, University of Illinois, 1896. p. 12.
\ Principles of Bacteriology, by A. C. Abbott, M.D., Philadelphia, 1894, pp. 419-436.
BACTERIAL CONTENTS OF VARIOUS WATERS. 43
believes in their efficiency in the prevention of th'e passage of bac-
teria. The best domestic filter is the Pasteur, with which at this
time nearly every person is familiar ; but even this will not restrain
the passage of bacteria for any length of time. Variations in the
porosity of the porcelain tubes will increase or diminish the rate
of delivery of water through the unglazed material, and correspond-
ingly affect the rapidity with which certain of the bacteria will
grow through the pores of the tubes.
BACTERIAL CONTENTS OF WATER.
PASTEUR-CHAMBERLAND FILTERS, —
DAYS OF GROWTH COLONIES PER C. C.
DATE- ON GELATIN. OF WATER.
1. June 16, 1894, 7 62
Tube sterilized just before use.
2. Oct. 10, 1894, 5 580-974-1,536
This filter in restaurant, and probably not well attended to.
3. Oct. 10, 1894, 5 2
This is a new filter with freshly sterilized tubes.
4. Oct. 15, 1894, 10 4
Sample from new filter.
5. Oct. 24, 1894, 5 180-209-436
This filter is in a popular hotel, and carefully attended to.
6. Nov. 25, 1894, 19 4-8
This filter in drug-store, water used for prescription purposes.
7. May 23, 1895, 7 201-236-287
Same as No. 6, water still used for prescription purposes.
8. May 23, 1895, 7 167-182-293
Same as No. 2, tubes renewed.
Freudenrich * has made some experiments with the Pasteur
filter to determine the sterility of the filtrate at different dates
after sterilization of the tubes, and for different temperatures of
the room in which the filters were kept, and finds that at a tem-
perature of 35° C. the filter delivered sterile water at the end of
six days, while at a temperature of 22° C. the filtrate in some cases
was, and in others was not, sterile at the end of ten days. The
cause of one filter furnishing sterile water, and another operating
under the same conditions giving a filtrate containing bacteria, is
* Centralblatt fur Barter iologie, vol. xii., 1892, p. 240.
44
THE PURIFICATION OF WATER.
explained by the investigator as being due to the difference m the
density or porosity of the tubes, and to differences in the micro-
organisms in the water at different times.
It has been the author's experience with water from niters of
this type that they never furnish absolutely sterile water ; for upon
a series of plates inoculated with such water, while some may re-
BACTERIAL CONTENTS OF WELL WATER, EASTERN MASSACHUSETTS.
(From Examinations by PROFESSOR W. T. SEDGWICK. *)
LOCATION OF WELL.
DEPTH IN
FEET.
COLONIES PER C. C. OF
WATER.
Cambridge,
103
254- 269
«
100
30
«
454
206- 214
«
254
135- 150
Lowell,
. .
228
<(
. .
178(Gly.Agar.)
Cambridgeport ,
198
116
<«
198
192- 193
(C
198
258- 262
Boston,
213
138- 139
«
213
130- 140
<(
213
101- 106
«
377
48- 54
ii
377
149- 158
Cambridgeport,
277
1,240-1,376
«
277
486
Boston,
130
440- 480
«
200
525
Roxbury,
180
57- 60
Somerville,
67
165
Roxbury,
750
38
main sterile for several days, in due time they will develop one or
more colonies. An entirely sterile plate he has never met with.
Professor Percy Frankland, in discussing this filter, says : —
" It must be regarded, therefore, still as an open question whether patho-
genic organisms, such as typhoid bacilli, can or cannot grow through the
pores of the Chamberland (Pasteur) filter ; and until this question has been
answered in the negative, it is obvious that in using these cylinders they should
be frequently cleaned and sterilized."
* Twenty-sixth Annual Report Massachusetts State Board of Health, p. 435.
BACTERIAL CONTENTS OF VARIOUS WATERS,
45
Not having the details of the Freudenrich tests, it is impos-
sible to compare the results from abroad with those obtained here.
Tests of Pasteur filters, in such condition as they are found in
hotels and restaurants, have given from 180 to 1,500 bacteria per
BACTERIAL CONTENTS OF WATER FROM DRIVEN WELLS.
(From Examinations by Author.)
DATE.
LOCATION.
GROWTH ON
GELATIN,
DAYS.
DEPTH OF
WELL it:
FEET.
COLONIES
PER C. C.
OF WATER.
REMARKS.
1895
Lebanon, O.
5
62
260-1060
Boring No. 7.
1895
Wyoming, O.
34
146
109
. . .
1895
Lebanon, O.
5
115
7
Boring No. 12.
"
«
8
115
4
<(
((
«
11
115
8
(4
1895
St. Maryls, O.
5
265
3- 14
In lime rock.
it
"
74
265
3- 14
"
n
«
9|
265
6- 14
«
M
14
5
280
53- 67
14
1896
Dayton, Ky.
54
82
34
Dayton sandbar.
14
«
54
82
38
<(
«
it
54
82
39
"
1896
Dayton, O.
44
70
1
Pumping.
«
M
44
70
52
. . .
((
II
44
70
60
Natural flow.
"
14
44
70
66
n
<(
(1
4
70
146- 149
«
M
((
5
70
31- 39
After 72 hours of
pumping.
1896
Wyoming, O.
4
146
7
From discharge pipe
of pump while
pumping.
«
(i
4
146
73- 75
From tap, residence.
1897
Wyoming, O.
4
146
285- 305
«( « <t
((
"
9
146
2.6- 7.8
From discharge pipe
of pump.
cubic centimeter ; and the low counts of 2 to 4 bacteria per cubic
centimeter have been obtained from tubes not previously used.
In regard to Freudenrich's * experiments with water from the
Pasteur filter, unfortunately we have the results of his investiga-
tions without the details as to nutrient media employed, or tem-
* Fire and Water, Nov. 3, 1894.
46 THE PURIFICATION OF WATER.
perature and time allowed for the colonies to develop in the
inoculated gelatin (or other media). If Freudenrich's inocula-
tions were made in the standard gelatin-peptone solution, and the
plates or dishes were examined, as is customary, at the end of
three or four days, one can understand how such plates might
show no growth at all ; but if the examinations be delayed for a
week or ten days, we should expect to find colonies of water bac-
teria appearing on such plates.
From his own experiments with water from new Pasteur filter-
tubes, the author has never failed to find colonies of water bacteria,
if sufficient time is given for these to develop ; and this may be
partly accounted for by the nutrient properties of the gelatin, and
the great difference in time of growth between different bacteria
found in water, some appearing in twenty-four hours, while others
require from one to three weeks to grow. If a plate is planted
with slow-growing bacteria, an examination of such plate at the
end of four days may reveal no colonies at all, and such water
would incorrectly be declared sterile. For, evidently, if any water
bacteria are found growing on the plate after being kept for two
or three weeks in the moist chamber at room temperature, such
bacteria must have been in the water when the plate was inocu-
lated. Of course it is assumed in such cases that the plate has
been carefully guarded against the introduction of adventitious
germs.
Stone disk and tube filters, of which quite a number of forms
are now being made and sold, are not to be regarded as germ
proof, although so labeled ; and from the treatment which they
receive after being introduced into a residence, they usually be-
come a positive menace to the health of the family dependent
upon them for their drinking-water. It is not denied that these
filters are successful in clarifying turbid waters ; but a collection
of sponges will do the same thing, and no one supposes that a
sponge filter will restrain the passage of bacteria. Water may be
rendered perfectly limpid by filtration ; but colorless or clear water,
and pure or purified water, are not the same.
Clarified water may be the carrier of pathogenic bacteria quite
as well as turbid water ; while turbid water, apart from the inor-
BACTERIAL CONTENTS OF VARIOUS WATERS.
47
ganic substances (in solution or suspension) wliich gives it color,
may be very pure. Clarification and filtration are not one and the
same thing ; although, as a rule, properly filtered water usually is
colorless, unless the color is derived from peaty substances, in
which event the hygienic quality may be greatly improved by fil-
tration without removing the color.
BACTERIA IN WATER FROM DOMESTIC FILTERS.
STONE DISK FILTERS, —
DATE.
DAYS OF GROWTH COLONIES PER
ON GELATIN. C. C. OF WATER.
1. Sept. 2, 1894, 5| 19,035-48,600
This filter in a very popular restaurant, with the legend on the menu : " The water of this
establishment is filtered through stone filter, and is absolutely pure."
2. Dec. 18, 1894, 5 3^859-5,733
This filter in private residence filtering cistern water.
3. July 12, 1895, 4 11,704-14,605
Same as No. 2.
4. July 20, 1895, 4 29,765
Same as Nos. 2 and 3.
5. April 12, 1896, 5£ 2,873-3,628
New filter in service few hours before sample was taken
which offers its patrons pure filtered water.
6. Dec. 9, 1896, 5 1,299-1,308
Filter in residence.
this also is in a restaurant
STONE TUBE FILTER, —
7. July 17, 1895, 4
8. July 19, 1895, 6
9. July 21, 1895, 8
SAND FILTERS,—
10. May 21, 1895, 4
In restaurant.
11. Dec. 17, 1895, 7
Experimental filter.
12. Jan. 1, 1896, 7
Experimental filter.
13. Sept. 20, 1896, 2
125-175 Showing effect of
335-440 time on development
410-535 of colonies.
153-176-180 Without coagulant.
30-34-36 With coagulant.
20-85 « «
77-105 « "
This sample of water reported by chemist as being free from alb. ammonia.
SAND AND CHARCOAL FILTER, —
14. March 30, 1896, 3
Filter in residence.
2,445-2,512
48 THE PURIFICATION OF WATER.
It will be noted that the number of colonies from a given
water sample depends upon the days which the plate is permitted
to grow before the count is made. Referring to the stone tube fil-
ter, the water from which was tested July, 1895, by prolonging the
growth from four to eight days, the count was increased more than
three times ; and all. the colonies finally found on these plates were
due to bacteria in the water at the time of inoculation. The same
increased growth due to time of inoculation is strikingly shown in
the following table of bacteria from spring waters, where in one
instance the count rose from 424 at the end of two days to 1,440
at the end of six days. Other illustrations of the influence of time
on the counts will be noted in the several tables of bacterial con-
tents vyf various waters.
Spring waters sold in Cincinnati for table use have given the
following results when tested for bacterial contents : —
SPRING WATER.
(Samples collected at the source, and planted within two hours.)
DATE. SPRINGS. . DAYS OF GROWTH BACTERIA PER
ON GELATIN. C. C. OF WATER.
Sept. 2, 1895, Tallewanda, Ohio, 4 128-148
Nov. 3, " " " 4 85-402
(From Bottled Spring Water.)
Geneva bottled spring water, planted Aug. 1, 1895, gave the
following results : —
Counted at end of 2 days, 424 colonies per c. c. of water.
« u 4 « \ 024 " " " "
« « 5 « 1,160 " " " "
« « 6 " 1,440 " " " "
Dr. T. M. Drown, from analyses of forty-one spring waters in
Massachusetts,* found : —
2 springs contained 1 bacteria per c. c. of water each.
5 a u 2 " " "
7 « " an average of 7 u " "
Q u u u u 16 " " "
7 u « « u 29 " " "
Q u u u u 70 <t << «
* Twenty-third Annual Report Massachusetts State Board of Health, p. 356.
BACTERIAL CONTENTS Of VARIOUS WATERS.
49
3 springs contained an average of 159 bacteria per C. C. of water each.
1 « " " 259 " " "
1 « « 446 « « «
1 u « u 973 H a n
2 " " " • 1,844 " " "
Professor W. T. Sedgwick * has examined the water in a number
of springs in the country district of southern New Hampshire with
the following results : —
No.
DATE OF
ANALYSIS.
BACTERIA PER C. C. OF WATER
On Gelatin.
On Agar.
1
Nov. 29, 1894,
252-258
145-167
2
«
134-163
133
3
«
92-105
72- 79
4
«
95-106
89- 96
5
«
193-218
203-217
6
tt
43-100
36- 72
The author, in searching for b. typhosus and allied organisms
in the Ohio River water, has made several tests with the solution
proposed by Parietti for destruction of the non-pathogenic bacteria
in water, with the results as given in the table on page 50. The
influence of varying quantities of the acid solution is distinctly
shown by the test of Jan. 5, 1896.
The test of Aug. 7, 1895, indicates the influence of time on
plates inoculated with Ohio River water, after treatment of the
gelatin with a strong dose (Jfa c.c.) of the Parietti solution. At
the end of four days (the usual time of incubation of water bac-
teria at room temperature) no growth at all had occurred, while
three days later twelve colonies had appeared, and three days later
than this the growth had increased six times. In endeavoring to
reduce the number of bacteria in a water sample by dosing the
gelatin with the Parietti solution, considerable care must be exer-
cised to avoid the destruction of the typhoid bacillus if it be pres-
ent. It is well known that several other organisms will resist
larger doses of the acid solution ; and upon any plate, when search
is being made for b. typhosus, one must expect to find several other
* Twenty-sixth Annual Report Massachusetts State Board of Health, p. 43(5 et seq.
50
THE PURIFICATION OF WATER.
bacteria, if the latter happen, as is usual, to be present in the
water.
It is commonly supposed that freshly fallen rain-water contains
few bacteria. According to Miquel (Paris), rain-water at Mont-
souris, in the suburbs of the city, contained 4.3 bacteria per cubic
centimeter, while rain-water caught in the middle of the city con-
tained 19 bacteria per cubic centimeter.
INFLUENCE OF PARIETTI SOLUTION ON GROWTH OF BACTERIA.
CINCINNATI, OHIO, TAP WATER.
DATE.
DAYS OF
GROWTH ON
GELATIN.
KIND OF WATER.
COLONIES PER
C. C. OF WATER.
Aug. 7, 1895,
4
Plain water,
804
Aug. 7, «
4
City water in 10 c. c. of 15% gelatin
treated with y\ c- c- of Parietti
solution,
No growth.
Aug. 10, 1895,
7
« *
12
Aug. 13, «
10
"
72
Dec. 12, «
5
Plain water,
2,455-3,295
Dec. 12, "
5
City water treated with 6 drops =
i c. c. of Parietti solution in 10 c. c.
of 10% gelatin,
25- 29
Dec. 15, 1895,
n
Plain water,
3,146-4,825
Dec. 15, "
7J
City water treated with 6 drops =
i c. c. of Parietti solution in 10 c. c.
of 10% gelatin,
59- 119
Jan. 5, 1896,
18
City water treated with 4 drops —
^ c. c. of Parietti solution in 10 c. c.
of 10% gelatin,
853
Jan. 5, 1896,
18
City water treated with 5 drops =
I c. c. of Parietti solution in 10 c. c.
of 10% gelatin,
658
Jan. 5, 1896,
18
City water treated with 6 drops =
i c. c. of Parietti solution in 10 c. c.
of 10% gelatin,
227
The author, however, finds that the numbers of bacteria in
rain-water depend upon the time at which the collection of the
sample is made. If at the beginning of a shower, the numbers
may be high, while after a few hours of rainfall the atmosphere
appears to have been washed of its bacterial contents, when the.
BACTERIAL CONTENTS OF VARIOUS WATERS.
51
numbers become very low. The notes below illustrate the influ-
ence of time of rainfall upon the bacterial contents of the water.
The author's samples were collected in the suburbs of Cincinnati,
where the conditions were quite like those of the country.
Fresh rain-water from short shower caught in sterilized bottle placed
on the ground clear of trees and houses.
DATE OF TEST. DAYS OF GROWTH. COLONIES PER C. C.
July 22, 1895. 4 5,495-5,759.
A sample of rain-water collected July 28, 1895, on 4 days'
growth, gave 414 molds and 624 colonies per cubic centimeter.
Rain-water collected at end of twelve hours of rainfall.
DATE. DAYS OF GROWTH. COLONIES PER C, C.
July 12, 1896, 3i 15-18
July 13, 1896, 4i 54-57
As further interesting information upon the chemical quality of
freshly fallen rain-water, the following analyses by Dr. Thomas M.
Drown are quoted : —
CHEMICAL ANALYSIS OF RAIN-WATER*
(Parts per 100,000.)
DATE.
STATION.
AMMONIA.
NITROGEN AS
CHLO-
RINE.
Free.
Albuminoid.
Nitrates.
Nitrites.
1888.
July 7,
North Andover,
.0047
.0038
.0070
.0000
. . .
Sept. 18,
« <(
.0016
.0026
.0040
.0000
. . .
Sept. 12,
Lawrence,
.0298
.0024
.0000
.0000
.007
Oct. 2,
«
.0414
.0030
.0100
.0000
. . .
Nov. 27,
«
.0164
.0014
.0050
.0002
.360
1889.
May 21,
Lawrence,
.0086
.0026
.0030
.0001
.070
June 17,
Jamaica Plain, Boston,
.0564
.0152
.0180
.0004
.130
1890.
Mar. 28,
Newton Highlands,
.0154
.0034
.0050
.0001
.060
1887.
Dec. 26,
Boston (snow),
.0258,
.0038
.0030
* Massachusetts State Board of Health, 1890, Part I., " Report on Water Supply and
Sewerage," p. 562. •
52 THE PURIFICATION OF WATER.
Quite a profitable business has been established in several of
the larger cities in the manufacture and sale for table use of dis-
tilled water. A test of such water as supplied in Cincinnati gives
a very favorable result : —
DISTILLED WATER. (Single Distillation.)
DAYS OF GROWTH BACTERIA PER C. C.
DATE- ON GELATIN. OF WATER.
Oct. 29, 1895, 4 30-52
Oct. 31, 1895, 6 38-80
The following water was suspected of having caused typhoid
fever in one of the State institutions of Ohio : —
(Sample taken from tap in Superintendent's Office.)
DAYS OF GROWTH BACTERIA PER C. C.
DATE.
ON GELATIN. OF WATER.
Sept. 11, 1896, 3 845-862-897
Many of the above colonies were rapid liquefiers, compelling
the count of the dishes at end of three days to avoid complete loss
of test.
Same water tested Sept. 29, four days growth on gelatin.
One dish gave 239 bacteria per cubic centimeter of water.
Second dish, gelatin wholly liquefied and count impossible.
Some tests of the influence of a small Anderson Revolving Iron
Purifier on water from the Ohio River gave results as follows : —
ANDERSON REVOLVING IRON PURIFIER.
(Laboratory Test of Ohio River Water.)
DAYS OF GROWTH COLONIES PER C. C.
DATE. KIND OF WATER. QN GELATIN. OF WATER.
June 29, 1896, Plain city water, 4 2,304-2,832
" " Anderson Purifier, 4 50- 90
July 4, 1896, Plain city water, 4 495- 644
" " Anderson Purifier, 4 39- 119
Reference will be made to this performance again in discussion
of this mode of water purification ; but at this point it should be
remarked, that the conditions under which the experiments were
conducted did not favor the best performance of the device, but
BACTERIAL CONTENTS OF VARIOUS WATERS. 53
were deemed sufficient to indicate, in a rough way, how the con-
tact of the fragments of iron in the purifier aided in the removal,
by subsequent sand filtration, of the larger percentage of the
bacteria contained in the raw water.
Artificial ice made from distilled water is now largely sold in
many cities, particularly where the climate is prohibitory of the
collection of ice from lakes and ponds. A test of such ice, as
supplied in the city of Cincinnati and vicinity, is given below : —
TESTS OF ARTIFICIAL ICE SUPPLIED IN CINCINNATI.
DAYS OF GROWTH COLONIES PER C. C.
ON 15,% GELATIN. OF WATER.
July 12, 1896, 3£ 17- 37
July 13, 1896, 4£ 99-105
In testing water samples for bacterial contents, in addition to
the usual precautions to avoid contamination from the atmosphere,
it is advisable to make an occasional test of the air of the work-
room, as a guide to the probable amount and kinds of organisms
which might accidentally come into a sample under observation.
Such tests by the author indicate a considerable variation in the
numbers of air germs which will fall on an open sterile gelatin
plate in the same room at different times.
BACTERIAL CONDITION OF AIR OF WORKROOM.
DATE. TIME OF EXPOSURE. GROWTH. MOLDS. COLONIES.
July 14, 1894, 10 minutes, 4 days, 26 69
Nov. 15, 1895, 15 « 9 « 2 43
Mar. 29, 1896, 15 7 " 2 4
Certain experiments have shown sunlight to be a powerful
agent in the destruction of nearly all forms of bacterial life.
With respect to the influence of sunlight on the bacterial life in
river water, Dr. E. Frankland, in his " Report on the Quality of
London Waters for 1895," says:* —
" With regard to the effect of sunshine upon bacterial life, the interesting
observations of Dr. Marshall Ward leave no doubt that sunlight is a powerful
germicide ; but it is obvious that its potency in this respect must be greatly
* Annual Summary of Vital Statistics, London. 1895, p. 67.
54 THE PURIFICATION OF WATER.
diminished, if not entirely annulled, when the solar rays have passed through
a stratum of water even of comparatively small thickness before they reach
the living organisms. By a series of ingeniously contrived experiments Mr.
Burgess has demonstrated the correctness of this view. A sterile bottle was
half filled with Thames water, and violently agitated for five minutes to insure
equal distribution of the organisms. Immediately afterwards a number of
sterile glass tubes were partially filled with this water, and sealed hermetically.
Three of these tubes were immediately packed in ice, and the remainder were
attached in duplicate, at different distances apart, to a light wire frame, which
was then suspended vertically in the river. The experiments were made near
the Grand Junction Water Company's intake, at a place favorable for the sun's
rays to fall on the river without any obstruction. The river was at that time
in a very clear condition, and contained but little suspended matter, while the
day was fine, although clouds obscured the sun occasionally. The tubes were
exposed to light in the river for four and a half hours (from 10.30 A.M. to 3 P.M.,
on May 15, 1895). At the end of this time the tubes were packed in ice for
transport to the laboratory, where the cultivation was started immediately. The
colonies were counted on the fourth day, and yielded the following numbers : —
COLONIES PER C. C.
OF WATER.
Thames water packed in ice immediately after collection, 2,127
« " after exposure to sunlight for 4| hours at
surface of river, 1,140
" " after exposure to sunlight for 4| hours at
6 inches below surface of river, 1,940
" « after exposure to sunlight for 4| hours at
1 foot below surface of river, 2,150
" " after exposure to sunlight for 4£ hours at
2 feet below surface of river, 2,430
« " after exposure to sunlight for 4^ hours at
3 feet below surface of river, 2,440
These experiments show that on the 15th of May the germici-
dal effect of sunlight on Thames microbes was nil at depths of one
foot and upwards from the surface of the water. It cannot there-
fore excite surprise that the effect of sunshine upon bacterial life
in the great mass of Thames water should be nearly, if not quite,
imperceptible.
Upon the contrary, the influence of sunlight on the contents of
shallow reservoirs has been held to exert a very perceptible effect
on bacterial life in the water. Bacteriological cultivation is usu-
ally conducted in cupboards or incubators, from which the light is
BACTERIAL CONTENTS OF VARIOUS WATERS. 55
rigorously excluded to avoid the inhibiting influence of light upon
the cultures, and this effect is known to be due to light indepen-
dent of heat from the sun's rays ; and one would have supposed
that in clear water, through which the light would penetrate for
some distance, a stronger influence would have been manifested
than is shown by the experiment quoted.
That the effect of sunlight is held by some experienced inves-
tigators to be of value in the reduction of bacterial life in polluted
waters, is apparent by the following quotation from a letter to the
author by Mr. Rud Schroder, inspector of the Hamburg Water-
Works:—
11 In such places, where the winter temperatures do not vary from ours
[Hamburg], I believe open filters are to be preferred on account of their facil-
ity in being worked and cleaned ; and last, but not least, in regard to their bac-
teriological efficiency due to the rays of the sun."
56 THE PURIFICATION OF WATER.
CHAPTER IV.
THE TYPHOID BACILLUS AND TYPHOID FEVER.
THE connection of b. typlwsus with the etiology of typhoid
fever is now so well established, and the relation of polluted water
supplies to typhoid fever so generally recognized, that a brief review
of the chief characteristics of this bacillus and allied organisms
found in water will not be inappropriate.
B. typhosus, obtained from a human spleen, will give the fol-
lowing characteristics : —
(1) The bacillus will not liquefy gelatin.
(2) It will not coagulate sterilized milk.
(3) It will not produce gas when cultivated in glucose bouillon
in the fermentation tube.
(4) It will not give the indol reaction.
(5) When grown in a peptone solution containing potassium
nitrate, it is said to reduce nitrate to nitrite.*
(6) Under the microscope drop cultures show great activity
of the bacillus. (This the author finds depends upon the age of
the culture ; cultures near the original source (spleen) exhibit
greater motility than old cultures, and in degenerate cultures
motility seems to be no longer a property of the bacillus.)
(7) The vacuoles, or unstained spaces in the plasma, are rarely
absent.
(8) Filaments are often found in stained young cultures.
The invisible growth on sterilized potato is no longer regarded
as a test in differentiation of the typhoid bacillus. Other germs
will give the same effect, and the invisible growth is not constant
even with the typhoid organism.
In chemical composition the typhoid bacillus is not known to
differ from the harmless bacteria. Under the microscope it resem-
* Annual Report Massachusetts State Board of Health, 1891, p. 641.
THE TYPHOID BACILLUS AND TYPHOID FEVER. 57
bles a diminutive rod with round ends, of length 'about three times
the width. The length, however, is not uniformly three times the
width ; for longer and shorter individuals will be seen on cover glass
preparations, and not infrequently long threads or undivided fila-
ments will be noticed in preparations from young cultures. Nu-
merous flagella, or whiplike appendages, spring from the cellulose
envelope, and endow the bacilius with motility. When stained with
carbol-fuchsin the bacillus appears as a brilliant red rod.
In looking for the typhoid bacillus in a sewage-polluted water,
in addition to certain non-pathogenic organisms resembling b.
typhosus in some respects, one is very liable to encounter two
other germs nearly identical with the typhoid bacillus. These are
b. coli communis and b. lactis aerogenes.
These three bacilli resemble (or differ from) each other in the
following respects : —
(1) All are non-liquefiers. That is to say, all bacteria will
either (a), grow in gelatin and liquefy the material, or (£), will
grow in the material without liquefying it.
(2) While there is a distinct difference between the three
bacilli in microscopic appearance, and b. coli communis and b. lactis
aerogenes seem to have definite proportions not easily mistaken,
the typhoid bacillus possesses such vagaries of proportion that at
times it seems to resemble closely the other germs. Although
b. coli communis is always thinner than the typhoid bacillus, and
b. lactis aerogenes always shorter, the length of b. coli communis
often agrees with the length (from a parallel culture) of the
typhoid bacillus, and the width of b. lactis aerogenes is about the
same as the typical typhoid rod, while all have rounded ends.
(3) All grow in gelatin stick cultures quite alike. ; b. lactis
aerogenes the quickest and most luxuriantly, and b. typhosus the
slowest and with least energy. Between b. typhosus and b. lactis
aerogenes, b. coli communis occupies a middle ground. All produce
a dirty white expansion on sloped agar.
(4) When cultivated in glucose bouillon in the fermentation
tube, these organisms grov/ equally well in the presence or absence
of air; the bouillon in the open leg (exposed through the cotton
plug to the air), and in the closed leg (from which all air has been
58 THE PURIFICATION OF WATER.
removed during the sterilization of the contents of the tube),
exhibiting similar turbidity. When the allied germs, b. coli coin-
munis and b. lactis aerogenes, are cultivated in the fermentation
tube, an abundance of gas is produced in the closed leg, while the
typhoid bacillus, when so grown, produces no gas ; and this test
has been proposed by Dr. Theobald Smith * for the identification
of b. typhosus.
When the test is one to determine whether a certain germ is
the typhoid bacillus or b. coli communis, the fermentation tube will
settle the question ; but alone it will not determine whether a sus-
pected germ found in water is the typhoid bacillus or some other
organism. In Ohio River water the author has found bacilli which
grow in the fermentation tube quite like the typhoid bacillus, but
which are known by further tests not to be this germ.
(5) When the typhoid bacillus is grown in sterilized milk
having a slightly acid reaction, it will increase the acidity per-
ceptibly, but neither in the presence nor absence of heat will the
milk be coagulated ; while b. coli communis, when grown in milk,
produces a large increase of acidity, and sometimes coagulates the
milk in the tube at room temperature, and always coagulates the
milk upon the application of heat for a few minutes.
(6) When cultivated in gelatin or agar to which one or two
per cent of glucose is added, the typhoid bacillus will grow more
luxuriantly than in plain gelatin, but produces no gas, while b. coli
communis and b. lactis aerogenes, when so cultivated, produce an
abundance of gas.
(7) B. typhosus in drop cultures is possessed of great ac-
tivity, executing within the field of the microscope motions of
translation and rotation, and sinuous movements to and fro ; b.
coli communis has a sluggish motion, wholly unlike that of the
typhoid organism ; while b. lactis aerogenes is not possessed of
motility at all.
(8) All of these organisms are said to be found in the dejecta
of man, and b. coli communis and b. lactis aerogenes also in the
dejecta of animals.
* The Fermentation Tube, by Theobald Smith, Washington, B.C., 1893.
THE TYPHOID BACILLUS AND TYPHOID FEVER.
59
The following experiments by the author wifh b. typhosus and
b. coli communis in sterilized milk throw some light upon the re-
spective acid-resisting properties of these organisms : —
TESTS OF B. TYPHOSUS AND B. COLI COMMUNIS IN STERILIZED MILK.
(Acidity of 5 c. c. of milk tested before sterilization with a j1^ normal solution of
caustic soda. All cultures grown at room temperature.)
Five cultures were used : —
(A) B. typhosus obtained from Dr. T. M. Prudden, New York.
(B) B. typhosus obtained from Dr. O. L. Cameron, Cincinnati.
(C) B. typhosus obtained from Dr. O. L. Cameron, Cincinnati.
(D) B. coli communis obtained from Dr. O. L. Cameron, Cincinnati.
(E) B. typhosus obtained from spleen, Cincinnati Hospital.
DATE.
CULTURE.
ORIGINAL
ACIDITY OF
MILK.
DAYS
OF
GROWTH.
FINAL
ACIDITY OF
MILK.*
INCREASE
OF
ACIDITY.*
1894
Dec. 24,
A (2)
0.75
4|
0.775
0.025
"
B
0.75
4|
0.825
0.075
14
C
0.75
H
0.925
0.175
«
C
0.75
0.950
0.200
1895
Jan. 1,
A
0.80
4
0.910
0.110
"
A
0.80
4
0.930
0.130
«
B
0.80
4
1.100
0.300
Jan. 21,
B(2)
0.70
5
0.800
0.100
"
D
0.70
5
2.400
1.700
"
D
0.70
5
2.500
1.800
Jan. 26,
A
0.70
5
0.950
0.250
(C
A
0.70
5
0.850
0.150
Mar. 2,
E
0.70
6
0.900
0.200
«
E
0.70
6
0.880
0.180
Mar. 8,
A
0.70
4
0.975
0.275
"
E
0.70
4
0.925
0.225
June 6,
A
0.70
5
0.900
0.200
"
E(3)
0.70
5
1.000
0.300
While b. typJwsus will grow side by side with b. coli communis
in sterilized milk with a slight increase of the acidity of the milk,
the latter, on the contrary, will increase the acidity of milk to the
point of coagulation.
Culture " A " indicated an increase of 22 per cent in the acid-
* Acidity of milk stated in cubic centimeters of caustic soda solution.
60 THE PURIFICATION OF WATER.
ity of milk ; culture " B " an increase of 21 per cent ; culture " C "
an increase of 25 per cent; culture "E" an increase of 30 per
cent ; and culture " D " (b. colt communis) indicated an increase
of 233 per cent in the acidity of milk. The increase of acidity of
sterilized milk by b. coli commimis as compared with b. typhosits is
nearly ten to one.
Aside from the able demonstration of its untenability by Dr.
Dunbar,* the theory which prevailed a few years since that an acid
solution might be made in which b. typhosus would develop, while
b. coli communis would perish, is clearly shown to be an impossi-
bility by the experiments detailed above. The difference in the
increase of acidity of sterilized milk by b. typhosus and b. coli com-
munis, however, is an important factor in the differentiation of
these organisms.f
A curious circumstance calculated to support Professor Lan-
kester's view of the origin of b. typhosus is, that while the colon
bacillus has been often found in polluted waters, the typhoid ba-
cillus has been found upon very rare occasions, and considerable
uncertainty surrounds quite a number of the alleged discoveries
of the latter bacillus in water supplies. Doubtless in all cases of
sewage pollution of water, the colon bacillus is much more numer-
ous than the typhoid bacillus, because the" former may come into
the sewage from many sources, while the latter can come only from
those suffering with typhoid fever, and even in such cases the
bacillus is said to be given off only during the earlier stages of
illness.
B. lactis aerogenes, likewise a bacillus of the intestine, by its
resemblance in several respects to b. typhosus and b. coli communis,
is very liable in the earlier stages of differentiation to be mistaken
for either. It, however, may be determined much easier that a
given organism is b. coli communis or b. lactis aerogenes, than that
it is b. typhosus ; and this difficulty in differentiating a germ sup-
posed to be b. typhosus, obtained outside the animal body, is a
* Zeitschrift fiir Hygiene, 1892, p. 485. '
t Twenty-third Annual Report Massachusetts State Board of Health, p. 640.
THE TYPHOID BACILLUS AND TYPHOID FEVER.
61
stumbling-block in the way of direct proof ttfat a given water
supply contains the typhoid germ.
The rapidity with which the bacillus usually acts when inocu-
lated into the lower animals renders these experiments an uncer-
tain test in differentiation, although the researches of Dr. Alessi *
with typhoid cultures on guinea pigs show that considerable time
may elapse between inoculation and death of these animals. These
experiments indicate that rats which die survived the infection from
12 to 36 hours, rabbits from 24 hours to 4 days, while guinea pigs
survived the inoculation from 8 hours to 13 days.
The investigations of Dr. Alessi show that while putrid gases,
i.e., sewer gas, may increase the susceptibility of the lower ani-
mals to typhoid fever infection, they cannot be considered as a
cause. Many animals were experimented upon ; and with the ex-
ception of rats first exposed to the influence of putrid gases and
then used as controls, all the animals not inoculated with the
typhoid culture recovered. The following table contains a rfeumt
of the mortality of the animals from these experiments : —
EXPERIMENTS WITH CULTURES OF B. TYPHOSUS AND B. COLI COMMUNIS.
PERCENTAGE OF MORTALITY.
CULTURE USED.
ANIMALS.
Inoculated
Control
Animals.
Animals.
B. typhosus (A),
Rats,
75
7
"
Guinea Pigs,
79
0
«
Rabbits,
100
0
B. typhosus (B),
Guinea Pigs,
80
0
<«
Rabbits,
70
0
B. coli communis,
Guinea Pigs,
83.3
0
It is held at the present time by the best-informed students
along this line, that if a given source of water supply is exposed to
constant or even occasional sewage contamination, and that such
sewage contains the dejecta from typhoid patients in hospitals and
residences, it is not necessary to have direct proof of the presence
of the typhoid bacillus in such water to justify its condemnation.
* "On Putrid Gases as Predisposing Causes of Typhoid Infection," by Dr. Giuseppe
Alessi, Journal of the Sanitary Institute, London, January, 1896, p. 505.
62 THE PURIFICATION OF WATER.
The circumstantial evidence that the organism 'is in such water
is sufficient, and the failure to find the bacillus upon test should
not be taken as evidence of its non-existence.
The typhoid bacillus, originally isolated and described by
Eberth, has been made the subject of careful study by Koch,
Gaffky, Frankell, and Simmonds, and latterly by Joseph Sanarelli,
of the Pasteur Institute, Paris. Several papers by Sanarelli have
appeared in discussion of the organism, — its connection with the
etiology of typhoid fever, the symptoms and lesions produced, and
results of inoculation in the lower animals, — of which the more
important deductions and opinions are worthy of mention.
The so-called typhotoxin, described by Brieger as a product of
the vital activity of the Eberth bacillus, is considered by Sanarelli
only as an ordinary product of decomposition, arising from the
changes which occur in the albuminoid substances of the culture
media, or to bacterial poisons previously existing in the culture.
Of the Stas-Otto method by which typhotoxin is obtained it
has been said : * —
" However, the method is not free from criticism. The great number of
chemical manipulations to which the organic matter is subjected is liable to
lead to the formation of some basic substances, and to the destruction of
others. One is justified in considering the isolated base as preexisting in the
original material, only when it produces symptoms identical with those caused
by the substance from which it is extracted."
Vaughan and Novy, however, assume that Brieger has actually
isolated the poisonous product of the typhoid bacillus ; while Sana-
relli rejects typhotoxin, so-called, as a product of the Eberth germ.
Sanarelli calls attention to the fact that " recent investigators have
shown that evaporation of the albuminous liquids in the presence
of hydrochloric acid and their subsequent extraction with alcohol
is alone sufficient to produce bodies considered by Brieger as pto-
maines, and the typhotoxin does not produce a morbid state com-
parable with that of typhoid fever," and concludes that all attempts
to ascertain the chemical nature of the poison produced by the
•typhoid bacillus are failures.
* Ptomaines and Leucomaines, by Vaughan and Novy, Philadelphia, 1891, p. 170.
THE TYPHOID BACILLUS AND TYPHOID FEVER. 63
Sanarelli argues that no matter by what channel the typhoid
bacillus enters the system, its seat of operation is not the small
intestine (Peyers glands), as heretofore supposed, but the spleen.
Here it grows and elaborates the toxin which is taken into the cir-
culation, and produces certain local effects which are characteristic
of typhoid fever. He holds that the toxic product of the growth
of b. typJwsus in the spleen, when taken into the circulation, para-
lyzes the walls of the intestine, and destroys its powers of resistance
to the action of b. coli communis, and that all local effect in the
ileum is to be charged to the latter organism, and not, as has been
generally supposed, to the action of b. typhosus on the mucosa and
vessels of the intestine.
He maintains that all local symptoms of typhoid fever are like
the symptoms in the ileum, altogether due to the toxic properties
imparted to the circulation by the growth and development of b.
typhosus in the spleen. He claims that the typhoid bacillus has
never been isolated from the dejecta, nor from the anatomical
changes in the intestine, and argues that if typhoid fever has its
beginning and end in the digestive tract, why do we not find the
b. typhosus there from the very beginning, before the symptoms
characteristic of the disease are noticed. The diarrhea, he insists,
is maintained and aggravated by b. coli commnnis. This remark-
able series of papers contains the following conclusions : —
" The extraordinary multiplication of the colon bacillus, and its tendency
to destroy all other bacteria and become the sole representative of the intesti-
nal species, are the results of an active biologic work, incessant and complex.
. . . When the poison (elaborated by b. typhosus} has attained the extreme
limit of its tolerance by the subject, the fever ceases, and collapse ends the
scene. It is this period of collapse which we reproduce experimentally on
animals. In them the typhoid virus permeates the system, and manifests its
effects too rapidly to give it time to react by means of fever during the early
stages of intoxication. If the bacillus of Eberth could produce its toxin in the
human system as rapidly as the cholera spirilla do theirs, typhoid fever would
be like cholera, — a disease short of duration and without fever."
According to Sanarelli, by reason of their lower powers of
resistance, the action of b. typhosus on the lower animals is too
rapid to produce the train of effects which are recorded of this
disease in man.
64 THE PURIFICATION OF WATER.
To the medical practitioner these conclusions of Sanarelli, if
confirmed by further investigation, should possess great value,
and be an aid to him in revising his methods of treatment of
typhoid fever. To the sanitarian they also possess interest, as
showing the manner in which a certain bacterium (b. coli corn-
munis), always in the human intestine, and frequently found in
sewage -polluted waters, may indirectly be endowed with extra
pathogenic powers, and sustain a relationship to typhoid fever
not heretofore suspected.
The typical typhoid bacillus, the bacillus of Eberth, is found in
the spleen, and occasionally in some other organs of one who has
died during the early stages of typhoid fever. This organism, as
is well known, has morphological and biological characteristics
unlike the colon bacillus ; and considering the well-founded doubts
of the several alleged discoveries of the true typhoid germ in water
supplies, while many investigators have isolated the colon bacillus
from this source, some strength is imparted to Professor Lankes-
ter's assumption that b. typhosus may be an exacerbated form of
b. coli communis.
It has been stated that Malvoz of Liege, by successive culti-
vations of b. coli commtmis in a slightly acid bouillon, produced a
species showing the characteristics of Eberth's bacillus.
The influence of environment on species is well known ; and may
it be possible that b. coli communis, when taken into the human
system through the medium of drinking-water, in certain persons
finds there the conditions favorable to its development into what
we know as b. typhosus ? Certain schools * refuse to recognize a
difference between these two organisms, although they do not go
so far as Professor Lankester, and assume that one may become
the other. They regard the two bacilli as different forms of the
same species, and treat b. coli communis as a cause of typhoid fever.
Dr. Jordan,! of the University of Chicago, in a very able paper
on the characteristics of the typhoid bacillus, says : -
* Sanarelli : Annales de r Institute Pasteur, Nov. 25, 1892.
t The Identification of the Typhoid Fever Bacillus, by Edwin O. Jordan, Ph.D., Chicago,
THE TYPHOID BACILLUS AND TYPHOID FEVER. 65
" While the close similarity of the colon bacillus anft the typhoid bacillus
is necessarily recognized 'by every one, and while it is admitted that there is no
single criterion that absolutely distinguishes the latter from all the perplexing
'varieties' and 'related forms,' it is nevertheless maintained by many that the
sum total of the morphological and physiological characters presents a true
and unmistakable picture of the specific organism of typhoid fever. These
investigators hold that, although the varieties may approach more or less
closely to the typical typhoid germ, they may always be distinguished from it
by at least some one character which is not shared by the genuine typhoid
organism."
In his summary on the existing information upon the differen-
tiation of the typhoid organism from the colon bacillus and allied
germs, among other conclusions he states : —
(1) " There is usually found in the spleen and other organs of an indi-
vidual dying with typhoid fever, a bacillus which possesses certain definite
morphological and physiological characters. . . .
(5) "The cases of alleged conversion of one 'species' or 'variety' (b. coli
communis} into another (b. typhosus} do not carry conviction, and are suscept-
ible of other interpretations than those advanced regarding them."
So far as protection to our public water supplies is concerned,
this diversity of opinion on the typhoid bacillus as an independ-
ent organism can have little weight. The means adopted for the
exclusion of b. typhosus from our drinking-waters will also exclude
the colon bacillus. At least, it is not now known that a filter
properly constructed and operated will not be equally effective in
restraining the passage of either germ ; and methods of sterilization
such as are in use on sea-going vessels are bound to eliminate both
organisms from our drinking-waters. There is, however, this dif-
ference to be considered between the generally accepted theory
of the transmission of the typhoid bacillus from the sick to the
well through the direct sewage pollution of drinking-waters, and
the theory of Professor Lankester of the colon bacillus under
proper conditions becoming the typhoid bacillus, that if the latter
should be substantiated, the exposure to typhoid fever from water
sources is much greater than has generally been supposed ; and no
surface water supply, the drainage area of which is inhabited by
domestic animals, can be regarded as proof against a possible con-
tamination by b. coli communis.
66
THE PURIFICATION OF WATER.
The percentage of mortality from typhoid fever is variously
stated in text-books, and some statistics from the later experience
of American cities with this disease are given in the table which
follows : —
TYPHOID FEVER MORTALITY.
CITY.
PERIOD TAKEN.
CASES
REPORTED.
DEATHS.
PERCENTAGE
OF
MORTALITY.
Lowell, Mass.,
Sept., 1890, to Jan. 1891,
550
89
16.2
« «
Nov., 1892, to Feb., 1893,
141
30
21.3
Lawrence, Mass.,
Nov., 1892, to Feb., 1893,
141
28
20.0
Springfield, Mass.,
July, 1892, to Sept., 1892,
155
32
20.6
St. Louis, Mo.,
April, 1892, to Mar., 1893,
3,624
514
14.2
«< «(
Aug., 1892, to Jan., 1893,
3,455
453
13.1
Pittsburg, Pa.,
1891,
1,047
248
23.7
« «
1892,
1,145
256
22.4
<( «
1893,
2,398
294
12.3
Schenectady, N.Y.,
July, 1890, to April, 1891,
300
70
23.3
Cincinnati Hospital,
1891,
85
11
13.0
« «
1892,
59
7
12.0
« <t
1893,
108
4
3.7
« «
1894,
117
14
12.0
« «
1895,
98
10
10.2
It is a fact well known to physicians and investigators, that
typhoid fever is everywhere a disease which sets in late in sum-
mer or early in autumn, and continues above the normal rate
until midwinter, after which it usually shows a decline, falling to
the lowest case and death rates during the months of spring. The
theory of Pettenkofer and others of the Munich school,* that the
disease rises and falls in intensity as the level of the ground water
falls and rises, is partly supported by the usual seasonal distribu-
tion of typhoid.
In spring the level of ground water is high, and the typhoid
rates low. In the autumn the level of the ground water is low,
while the typhoid rates are high ; but so many proofs are at hand
showing high typhoid rates with high levels of ground water, and
low typhoid rates accompanied by low levels of ground water, that
the Pettenkofer theory of a connection between the level of the
* Cholera, by Dr. Max Von Pettenkofer, translated by Dr. T. M. Hime, London, 1893
(chart facing title-page).
THE TYPHOID BACILLUS AND TYPHOID FEVER. 67
ground water and typhoid fever is not of general application, and
cannot point to a probable general cause for this disease in the
lowering of the level of ground water.
Another theory of the cause of the rise in the typhoid fever
rates during autumn is based on the assumption that the early
rains carry into the streams and lakes which constitute so many
sources of water supply, sewage and offal which has accumulated
upon the ground and along the banks of streams during the period
of drought. Opposed to this theory, however, is the almost uni-
form condition that the typhoid rates begin to rise before the fall
rains occur. Indeed, the maximum rate is often reached in the
autumn, before rains have fallen sufficient in volume to swell the
streams, and wash organic refuse from the banks.
Dr. Woodhead * has indirectly suggested a theory which, prop-
erly expanded, seems to furnish a good reason for the seasonal
influence on the typhoid rate ; viz., that the development of the
typhoid bacillus in water will depend upon the temperature of
the water in which it is migrating, low temperature discoura-
ging the growth of the bacillus, while high temperature favors it.
During the early autumn the lakes and rivers are at the highest
temperature, which continues with slow diminution (in the tem-
perate zone) well into the winter. During this period of high
natural water temperature, typhoid fever usually rises to its great-
est intensity for the year ; and when the temperature of the water
naturally declines, and approaches its lowest point after midwinter,
the typhoid rates also subside and reach their minimum.
This theory of the rise and fall of typhoid rates does not depend
upon floods nor upon the level of the ground water, and is entirely
consistent with the information upon the growth of the typhoid
bacillus in the human body and in the usual culture media.
The influence of proper preventive measures on typhoid fever
is shown by the experience of Vienna and Munich.
Professor Von Zeimssen f of the latter city a few years ago
stated " that the reduction in the cases in the hospital had almost
* Royal Commission on Metropolitan Water Supply, London, 1893, Minutes of Evi-
dence, p. 506.
t On Typhoid Fever in Baltimore, by Dr. William Osier, 1892.
68 THE PURIFICATION OF WATER.
changed the character of the service, and they had scarcely patients
enough to illustrate the disease in the clinical courses." Dr. Osier
is disposed to credit this reduction in the typhoid rates in these
cities to improved sewerage, when it is really due largely to the
remarkable improvements in their public water supplies, Munich
having abandoned its old sources in wells and the River Isar for
mountain springs in the Mangfall valley, and Vienna having aban-
doned its wells and the Danube for the Schneeberg springs in the
Alps.
Improvements in sewerage should reduce the susceptibility of a
people to typhoid infection, but the cause is removed when pure
water is substituted for polluted water.
The channels of typhoid fever infection for a large city are
clearly indicated in a recent paper by Dr. J. J. Reincke, On the
Epidemiology of Typhoid Fever in Hamburg and Altona ; * and as
applicable especially to Hamburg before filtration of the Elbe water
was adopted, he mentions : —
(1) Importation of typhoid by way of the sea and the upper Elbe, and
infection of the water of the river in front of the city by travelers.
(2) Infection of the water of the Elbe by patients in the city, whose dis-
infected dejecta is carried by the sewage into the river.
(3) Infection of the Elbe water from people on the ships, city dock labor-
ers, and bathers.
(4) Infection by means of food which had come in contact with the Elbe
water.
(5) Infection through the unfiltered Elbe water distributed to the people
prior to May, 1893.
(6) Infection by patients and food brought into Hamburg from neighbor-
ing places.
(7) Secondary infection within the city by direct transmission, or infection
of food and wells. [Causes which he holds were peculiarly numerous and effec-
tive in the second half of the great epidemics.]
Concerning the seasonal distribution of typhoid, he shows how
the number of cases increase in autumn and decline towards spring.
He points to the fact that in Germany the years 1857, 1865, and
the early 70's were years of high typhoid fever rates, and the years
of 1860 and 1867 were years of phenomenally low typhoid fever
* Hamburg, 1896.
THE TYPHOID BACILLUS AND TYPHOID FEVER. 69
rates ; and suggests that " there must be certain 'influences at work
(here) that are more far-reaching than the predisposing causes."
He mentions conditions heretofore remarked, that the epi-
demics of typhoid which originate in the autumn have a gradual
decline, while epidemics which originate during the late winter or
early spring months show a sharp rise and fall of intensity and a
sudden disappearance. Seasons of drought with low levels of ground
water he considers as favoring high typhoid rates, while wet sea-
sons and high ground water levels he regards as unfavorable. Dur-
ing dry seasons there is greater body heat with more thirst, and a
larger consumpion of water for drinking and bathing purposes,
which increases the liability to infection.
Dr. Reincke combats Pettenkofer's theory of the cause of
typhoid fever, while agreeing with him that the proper prophy-
laxis for the disease is to be found in high quality of public water
supplies and efficient sewerage and drainage. The very signifi-
cant statement is made, that if typhoid fever epidemics are pre-
vented in the cities there will be none in the country, and as a
consequence there can be no reimportation of cases into the cities.
The author, after careful investigation, reached the conclusion
several years ago that the sewage-polluted waters of the cities were
largely responsible for typhoid fever in the country districts, and
agrees with Dr. Reincke that the typhoid rates of any city is a
measure of the efficiency of its works of sanitation.
Speaking of Hamburg, he says "that the present favorable
and heretofore unattainable status of typhoid fever is to be largely
credited to the filtered water supply, as indicated by the fact that
this disease has not diminished among the people on the vessels
arriving at the port."
70 THE PURIFICATION OF WATER.
CHAPTER V.
CLASSIFICATION OF CITIES BY TYPHOID FEVER
STATISTICS.
IT has been -held (and correctly in the author's opinion) that
the best test of the quality of a city water supply was the typhoid
fever rates of that city. Thus a city with water of high quality
should show low typhoid rates, and a city with water of known
sewage pollution should show high typhoid rates. The final test
of all public water supplies is the influence of these on the health
of the consumers ; and in order to institute a comparison of cities
upon the basis of quality of water supply, the author proposed, in a
lecture recently delivered before the faculty and students of the
University of Illinois,* to classify the larger cities of the world,
embraced within the scope of modern health statistics, upon their
typhoid fever death rates.
Thus cities of the first class must show a death rate from
typhoid fever of not more than 10 per 100,000 of population
living.
Cities of the second class must show a rate not higher than 20
per 100,000 of population living.
Cities of the third class must show a rate not higher than 30
per 100,000 of population living, and in like manner by tens until
the sixth class was reached. All cities having a typhoid death rate
in excess of 60 per 100,000 of population living are grouped in
the seventh class. The classification is made upon the average
rates for the years 1890 to 1896, inclusive, for the principal cities
of the United States, Canada, and Europe, including two cities in
Egypt and two cities in Australia. The statistics from which the
classification is made will be found in the table of Typhoid Fever
Statistics, Appendix A.
* Water Supply of Cities, Champaign, 111., 189G.
CLASSIFICA riON OF CITIES B Y TYPHOID FE VER STA TISTICS. 71
CLASS I. — CONTAINING ALL CITIES SHOWING A TYPHOID FEVER DEATH
RATE OF 1O OR LESS PER 1OO.OOO OF POPULATION LIVING.
CLASS I.
CITY.
SOURCE OF WATER SUPPLY.
POPULATION.
TYPHOID
FEVER
DEATH
RATE.
Hague,
From sand dunes,
187,545
4.7
Rotterdam,
Filtered water from River Maas,
276.338
5.7
Munich,
Spring water from Mangfall Valley,
406,000
6.0
Dresden,
Filter wells and gallery by River Elbe,
342,340
6.2
Vienna,
Springs in the Schneeberg,
1,526,623
6.6
Berlin,
Filtered water from River Spree and
Lake Tegel,
1,695,313
7.1
Copenhagen,
Filtered from wells and springs,
333,714
9.0
CLASS II.
CITY.
SOURCE OF WATER SUPPLY.
POPULATION.
TYPHOID
FEVER
DEATH
RATE.
Christiania,
182,856
10.6
Breslau,
Filtered from River Oder,
377,062
10.7
Amsterdam,
Haarlem dunes, and River Vecht, filtered,
489,496
11.9
Stockholm,
Lake and well water,
267,100
12.3
London,
Kent wells, and filtered water from Riv-
ers Thames and Lea,
4,421,955
14.4
Trieste,
161,866
14.7
Edinburgh,
Impounded and filtered water from Pent-
land Hills,
276,514
16.4
Hamburg,
Filtered water from River Elbe,
625,552
17.7
Brooklyn,
Impounded water, and open and driven
wells,
1,140,000
18.0
New York,
Impounded water from Croton and Bronx
Rivers,
1,934,077
19.3
CLASS III.
TYPHOID
FEVER
CITY.
SOURCE OF WATER SUPPLY.
POPULATION.
DEATH
RATE.
Paris,
Rivers Seine, Marne, and Vanne, Ourcq
Canal, artesian wells, and springs,
2,511,629
22.0
Sydney, N.S.W.
Impounded water from Upper Nepean
River,
423,600
22.0
Glasgow,
Loch Katrine,
705,052
23.0
Buda-Pest,
Ground water from wells,
579,275
23.0
72
THE PURIFICATION OF WATER.
CL AS S III. — Continued.
CITY.
SOURCE OF WATER SUPPLY.
POPULATION.
TYPHOID
FEVER
DEATH
RATE.
Brussels,
518,387
23.5
Manchester,
Lake Thirlmere,
530,000
25.7
New Orleans,
Drinking-water from tanks and cisterns,
275,000
25.9
Altona,
Filtered from River Elbe,
148,934
26.8
Davenport,
Mechanical filter, Mississippi River,
35,000
28.6
Venice,
Impounded water,
163,254
28.7
Milwaukee,
Lake Michigan,
257,500
29.3
Brisbane, Qu.
93,657
29.7
CLASS IV.
DATE.
SOURCE OF WATER SUPPLY.
POPULATION.
TYPHOID
FEVER
DEATH
RATE.
Detroit,
Detroit River,
279,000
30.1
Boston,
Lake Cochituate and Sudbury River,
508,694
32.6
Buffalo, '
Niagara River, at head,
350,000
34.3
Turin,
344,203
34.3
Rome,
Fontanadi Trevi, Aqua Felice, and Paoli,
473,296
35.7
Dayton,
Driven wells,
85,000
36.0
Liverpool,
Lake Vyrnwy (Wales),
632,000
36.3
Providence,
Pawtuxet River,
150,000
36.4
Covington,
Ohio River,
50,000
36.6
Newark,
Impounded water from Pequannock
River,
230,000
38.1
San Francisco,
Impounded water from mountain springs,
330,000
38.4 v,
St. Louis,
Mississippi River,
570,000
39.0
CLASS V.
CITY.
SOURCE OF WATER SUPPLY.
POPULATION.
TYPHOID
FEVER
DEATH
RATE.
Prague,
364,632
41.4
Baltimore,
Gunpowder River, Lake Roland,
507,398
43.6
Nashville,
Filter gallery, Cumberland River,
87,754
44.7
Philadelphia,
Schuylkill and Delaware Rivers,
1,188,793
45.0
Cleveland,
Lake Erie,
330,279
46.4
Denver,
South Platte River and Marston Lake,
150,000
47.2
Toronto,
Lake Ontario,
196,666
49.3
Cincinnati,
Ohio River,
341,000
49.4
CLASSIFICA TION OF CITIES B Y TYPHOID FE VER STA TISTICS. 73
CLASS VI.
CITY.
SOURCE OF WATER SUPPLY.
POPULATION.
TYPHOID
FEVER
DEATH
RATE.
Dublin,
River Vartry, impounded water, filtered,
349,594
52.3
Quincy,
Mechanical filters, Mississippi River,
42,000
53.6
Moscow,
Mytisch springs and ponds, Moscow and
Yanza Rivers,
753,469
54.4
Newport,
Ohio River,
30,000
57.7
Knoxville
Mechanical filters, Tennessee River,
45,000
59.7
(with suburbs),
Milan,
441,948
59.7
CLASS VII.
CITY.
SOURCE OF WATER SUPPLY.
POPULATION.
TYPHOID
FEVER
DEATH
RATE.
Indianapolis,
Driven wells, and White River,
165,000
64.5
Chattanooga,
Mechanical filters, Tennessee River,
. 40,000
68.2
Washington,
Potomac River,
278,150
71.1
Chicago,
Lake Michigan,
1,619,226
71.2
Jersey City,
Passaic and Pequannock Rivers,
187,098
72.5
Louisville,
Ohio River,
211,100
74.3
Lawrence, Mass.,
Filtered water fromMerrimac River,
55,000
75.3
St. Petersburg,
Filtered water from River Neva,
954,400
77.2
Lowell, Mass.,
Merrimac River, driven wells,
85,700
77.6
Pittsburgh,
Alleghany River,
280,000
84.2
Atlanta,
Mechanical filters, Chattanooga
River,
110,000
85.1
Alexandria, Egypt,
River Nile, by canal,
231,396
143.4
Cairo, Egypt,
River Nile, by canal,
374,838
168.3
CLASSIFICATION BASED ON LAST YEAR REPORTED (1896).
CLASS I.
CITY.
POPULATION.
RATE.
CITY.
POPULATION.
RATE.
Amsterdam,
489,496
3
Vienna,
1,526,623
5
Munich,
406,000
3
Hamburg,
625,552
6
Hague,
187,545
4
Stockholm,
267,100
6
Dresden,
342,340
4
Copenhagen,
333,714
7
Berlin,
1,695,313
5
Breslau,
377,062
8
74
THE PURIFICATION OF WATER.
CLASS II.
CITY.
POPULATION.
RATE.
CITY.
POPULATION.
RATE.
Paris,
2,511,629
11
Lawrence,
55,000
15
Rotterdam,
276,338
12
Edinburgh,
276,514
16
Altona,
148,934
13
New York,
1,934,077
16
Trieste,
161,886
13
Milwaukee,
257,500
18
London,
4,421,955
14
Brussels,
518,387
18
Brooklyn,
1,140,000
15
St. Louis,
570,000
19
CLASS III.
CITY.
POPULATION.
RATE.
CITY.
POPULATION.
RATE.
Buffalo,
350,000
20
Dayton,
85,000
25
Detroit,
279,000
20
Quincy,
42,000
26
Davenport,
35,000
20
Venice,
163,254
27
Sydney,
423,600
20
Providence,
150,000
27
Newark, N.J.,
230,000
21
Rome,
473,296
27
Glasgow,
705,052
23
Prague,
364,632
28
Manchester,
530,000
23
Toronto,
196,666
28.5
Turin,-
344,203
24
Buda-Pest,
579,275
29
CLASS IV.
CITY.
POPULATION.
RATE.
CITY.
POPULATION.
RATE.
Chattanooga,
40,000
30
Liverpool,
632,000
•32
San Francisco,
330,000
31
Christiania,
182,856
33
Boston,
508,694
32
New Orleans,
275,000
33
Covington,
50,000
32
Philadelphia,
1,188,793
34
Knoxville,
37,000
32
Baltimore,
507,398
37
(without suburbs),
CLASS V.
CITY.
POPULATION.
RATE.
CITY.
POPULATION.
RATE.
Indianapolis,
165,000
41
Dublin,
349,594
45
Lowell, Mass.,
85,700
42
Chicago,
1,619,226
46
Cleveland,
330,279
43
Moscow,
753,469
46
Louisville,
211,100
45
Cincinnati,
341,000
48
CLASS VI.
CITY.
POPULATION.
RATE.
Washington,
Nashville,
Milan,
278,150
87,754
441,948
51
55
55
CLASSIFICA TION OF CITIES B Y TYPHOID FE VER STA TISTICS. 75
CLASS VII.
CITY.
POPULATION.
RATE.
CITY.
POPULATION.
RATE.
Atlanta,
110,000
60
Newport, Ky.,
30,000
63.0
Brisbane,
93,657
60
Alexandria,
231,396
89
Pittsburg,
280,000
61
Cairo,
374,838
141
Denver,
150,000
61
St. Petersburg,
954,400
142
Jersey City,
187,098
61.5
A review of the statistics furnished by the tables reveals some
interesting facts : —
No city in the United States appears in the first class, and only
two cities (Brooklyn and New York) appear in the second class.
All other cities in these two classes are found abroad.
Considering that as an average for seven years, and for the last
year, from seven to ten of the large cities of the world fall within
the limit of the first class, it is painfully evident that a typhoid
fever death rate of 10 per 100,000 of population living is easy of
attainment when municipal corporations really desire to bring it
about. Few people realize the relative standing of cities in the
hygiene of their public water supplies ; and this classification will
enable a comparison to be made, which should convince even the
skeptical that in the matter of our public water supplies we are far
behind the larger cities of Europe.
Referring to the cities of the first and second class, Rotterdam
draws its water supply from the River Maas, one of the mouths of
the Rhine, and passes it through sand filters before it is delivered
to the consumers. Amsterdam* and The Hague draw their water
supplies from the sand dunes, and afterwards subject it to careful
filtration. Vienna and Munich depend upon water from large
springs at high elevation in the Alps ; the former in the Schnee-
berg, 65 miles southwest of the capital, and the latter in the Mang-
fall valley, 37 miles from the city. Dresden is supplied from an
infiltration well on the banks of the Elbe, which, according to Mr.
B. Salbach,f intercepts an underground flow parallel to the river.
Berlin, the largest city in the first class, draws its water from
* This city takes a portion of its water supply from the River Vecht.
t Transactions American Society of Civil Engineers, vol. xxx., p. 293.
76 THE PURIFICATION OF WATER.
two sources, — the Stralau Works from Lake Tegel,* an expansion
of the River Havel, and the Frederickshagen Works from Lake
Miiggel, an arm of the River Spree. At both stations the water
is subjected to sand filtration before it is pumped to the distribut-
ing reservoirs or mains. Some of the most conscientious and com-
plete investigations of sand filtration have been conducted with the
niters of these works by Plagge, Proskauer, Piefke, and others.
Either spring water or filtered well and river waters constitute
the sources for the cities in the first class.
London falls in the second class, and here the sources of supply
are the Rivers Thames and Lea, and wells in the chalk or soft
limestone. The enormous consumption of water by this city, now
quite 200,000,000 imperial gallons per day, compels an abstrac-
tion at times of quite 30 per cent of the whole stream flow of the
Thames, and even a larger proportion of the Lea.
The watersheds of these streams are heavily populated by urban
and rural communities ; and in spite of precautions to prevent sew-
age contamination of the water, there is no doubt that, with a low
stream flow and small dilution of sewage effluents, the pollution of
the raw river waters at times is very great. A review of the his-
tory of the London sand filters and their operation further suggests
that the same solicitude for water quality is not found here as in
some of the Dutch and German cities, and to these facts may be
ascribed the higher death rates from typhoid fever in London than
in the cities grouped in the first class.
The natural conditions of the water supplies of Edinburgh, New
York, and Brooklyn are in some respects alike, with the probability
that the New York watershed is more completely protected from
manifest sewage pollution than the watershed of Edinburgh in the
Pentland Hills. Filtration of the water is occasionally resorted to
by the latter city, according to Mr. J. P. Kirkwood, mainly to cor-
rect the turbidity ; and it is not known that any large improvement
has taken place in the manner of operating the filters of late years.
The hygiene of the water supply of Edinburgh should be like that
of New York, and the typhoid fever rates support this view.
* The works at Stralau have not been operated for several years, but are kept in reserve.
All water is now supplied from the Lake Miiggel Works.
CLASSIFICA TION OF CITIES B Y TYPHOID FE VER STA TISTICS. 77
Hamburg, a city which for a period of seven years falls in the
second class, but which since the introduction of filtered water is
found in the first class, has had an unique experience. Prior to
May, 1893 (the spring following the cholera epidemic), the water
was drawn from the Elbe, and, apart from a limited sedimentation
in reservoirs of small capacity, was sent to the consumers with no
improvement in its quality. Since the date mentioned all water
has been filtered under the supervision of Dr. Dunbar, director of
the Hygienic Institute, and Mr. Rud Schroder, inspector of the
Water- Works, with the result that the typhoid rates have been re-
duced quite 73.5 per cent. No other change has been made in
the water supply than its filtration. The water of the Elbe, with
its sewage pollution from all sources above the city, is used now
as heretofore ; but none of it goes into the distributing mains until
it is first passed through an elaborate system of plain sand filters.
Cities which depend upon water supplies from sources known
to be sewage polluted, and of which no attempt is made at puri-
fication, very naturally suffer from high typhoid rates ; and an
examination of the cities in classes four to seven shows that nearly
all of them are in our own country.
The classification of cities for the last year of report (1896)
enables Hamburg, Newark, Jersey City, and Lawrence to show
what has been accomplished toward reduction of the typhoid rates
by the substitution of good for bad water.
With reference to the use of public water supplies for dietetic
purposes, in cities of Europe, the author, in a recent lecture upon
the hygiene of water, published in the Dietetic and Hygienic
Gazette, Philadelphia, October, 1896, says: —
"When comparisons are made of the typhoid death rates of cities in
Europe with cities in this country, the claim is sometimes urged that the
people of Europe, and especially of Germany, are not water drinkers, that
beer is their usual beverage ; and upon the other hand, that the people of the
United States are not beer drinkers, but water drinkers, and therefore more
exposed to water-carried infections. When it is stated that *The Hague has
a typhoid death rate of 5 per 100,000 of population, this, according to some
critics, is not to be taken as an evidence of the high quality of water supplied
to the city, but as an indication that the people of The Hague generally do
not drink water, and depend upon beer or some other manufactured beverage."
78 THE PURIFICATION OF WATER
" This expression of doubt by some, that water may be so purified by artifi-
cial means, or may be naturally so pure as to largely diminish the probability
of one contracting typhoid fever by drinking it, suggests inquiry along three
lines : —
"1. Is the water supplied to certain foreign cities such as to reduce the
typhoid fever rates or inhibit the disease, if it were generally used as a bever-
age ?
" 2. Is the water generally used for drinking in the larger cities of the
United States such as to be the probable cause of our high typhoid fever
rates ?
"3. Is it true that the people of London, Berlin, Hamburg, and other
European cities are largely beer drinkers, while the people of Boston, New
York, Cincinnati, and other American cities are largely water drinkers?
" It is not possible to answer the first question directly. Despite the great
chemical and bacterial improvement by sedimentation and (or) filtration of
certain polluted waters like that of the Elbe at Hamburg, and the Maas at
Rotterdam, one cannot say positively that such waters, even after treatment,
will not contain the typhoid bacillus, or be the carrier of infection to some ;
and we are compelled to measure the improvement in quality of such waters
by their influence upon the health of the people who use them.
"In regard to the quality of water supplied to the people of certain cities
in Europe, it should be manifest, if this was not to be used as a drinking-
water, that a very large annual expense could be avoided in those cities by
pumping water direct into the reservoirs or street mains from any convenient
source, without attempting in any manner an improvement in its quality be-
fore it is distributed to the consumers.
" Water of high hygienic quality is not required for the sprinkling of
streets and lawns, for the extinguishment of fires, for the flushing of sanitary
apparatus, for steam boilers, and many other uses ; and if the water is not to
be used for drinking and other dietetic purposes, great care and expense in
the selection of a source of supply, or in efforts at improvement of the quality
of water, are surely wasted.
" Considering that over ninety-eight per cent of the consumption of water
by any large city is for purposes wholly unaffected by its hygienic quality, it
would seem very singular indeed that a city like Berlin (for instance) should
be at an extra expense of ten dollars per million gallons to fit the water for
drinking purposes, before a gallon of it is permitted to go into the public mains.
This great cost for purification of the water from Lakes Miiggel and Tegel is
not necessary if the water is to be used only for street sprinkling or other pur-
poses apart from drinking and the requirements of the cuisine. Moreover, the
water from Lake Miiggel, after it has passed through the filters at Fredericks-
hagen, as we have shown, is chemically and bacterially as pure as many nat-
ural spring or deep well waters which are known. to be altogether safe for
drinking purposes, and chemically and bacterially pure or nearly pure waters
CLASSIFICA TION OF CITIES B Y TYPHOID FE VETTSttTIS TICS. 79
are not needed for any of the many uses of water, excepting for drinking, cook-
ing, and the washing of uncooked articles of diet. No one would propose an
elaborate and expensive treatment of a polluted water unless some portion of
it was to be drunk.
" The water of the River Elbe, when it reaches Hamburg, is of sufficient
purity for all ordinary purposes ; but the most modern works upon a large scale
for the improvement of polluted waters have recently been devised by that
city, and these works are carefully operated to reduce the noxious properties
of the Elbe water before it is distributed to the citizens. This work of purifi-
cation is not intended to make the water better for the great majority of the
uses to which it is applied, but to make it a water which the inhabitants can
drink with the least risk of infection from typhoid fever and other water-carried
diseases. If it were a fact, as some are disposed to think, that the people of
Hamburg do not drink water, why should that city be at such great effort and
expense to render the water of the Elbe fit to drink before it is permitted to
go to the consumers ?
" But the most pronounced efforts to procure a supply of public water which
certainly shall not be the cause of infection is found at The Hague, where the
water is first obtained from wells driven in the sand dunes and afterwards
passed through filters of sand, the grade of which is finer than that of nearly
every other city which has adopted sand filtration. The water of The Hague
as it comes from the driven wells in the dunes very likely is equal to that of
any of the driven well waters which we are accustomed to drink with a feeling
of perfect security. But the officials of that city, not content with a water
which at its source is far superior to nearly all of our public waters, set about
to improve its hygienic quality by slow filtration through beds of fine sand, with
the result that their city has had for many years nearly the lowest recorded
typhoid fever death rate of any of the large cities of the world. Are we to
ascribe this low typhoid rate to the drinking of beer, gin, or Schiedam schnapps
by the people of The Hague, or shall we credit it to the drinking of this excep-
tionally pure water from the public mains ?
" From such information as the author has been able to obtain, it is alto-
gether probable that in the consumption of beverages other than water we are
quite abreast of the people of this old Dutch city, and the only certain differ-
ence in the conditions surrounding the two cities which would affect the typhoid
rates is found in the quality of their respective public water supplies.
" It is not difficult to answer the second question. Nearly all the water
supplies of the large cities of this country are polluted with household sewage,
and are the carriers of the typhoid bacillus from the sick to the well. Having
knowledge of the fact that many of our large cities are daily drawing water for
drinking and other purposes from sources of known sewage pollution, it is
proper to look upon the typhoid rates of such cities as the natural result of this
indifference to one of the first laws of health, viz., a pure drinking-water.
" In regard to the third line of inquiry the author is not able to state the
80 THE PURIFICATION OF WATER,
per capita per annum consumption of beer by many of the larger cities of
Europe; but the greatest consumption is accredited to Munich, which for one
year used 125 gallons per capita.* An investigation of the probable consump-
tion of beer by the larger cities of this country reveals the startling fact that
even the city of Boston consumed 65 gallons of beer per capita during the year
1894, while Cincinnati indulged itself to the extent of 80 gallons per capita, and
Milwaukee, for the same year, reached the respectable figure of 105 gallons
per capita. Of the list of ten of the larger cities of the United States, the low-
est per capita per annum consumption for the year 1894 was 46 gallons, and the
highest 105 gallons. The amount of beer made and drunk in the United States
for 1894 allows nearly 16 gallons for every man, woman, and child of the whole
population. We all know that large quantities of beer (and other artificial
beverages) are made and sold in this country, and we know that these are not
substituted for the industrial and sanitary uses of water. From the limited
information at command, I am sure it would be a mistake to assume that the
people of Europe drink nothing but beer,f or that the people of this country
drink nothing but water."
* Encyclop&dia Britannica, ninth edition, vol. xvii., p. 32.
f The average daily consumption of water by Munich, 1895-1896, was 12,947,683 U. S.
gallons, corresponding to a daily per capita consumption of 32.38 gallons.
PURE AND PURIFIED WATERS. 81
f '
CHAPTER VI.
PURE AND PURIFIED WATERS.
WATER supplies from sources of known purity undoubtedly are
superior to purified water from polluted sources ; but these are very
rare, and only a* few cities peculiarly favored, like Vienna, Munich,
and Dresden abroad, and some of the smaller cities and villages
in this country, can make them available. The water from certain
mountain springs and streams, and from some deep wells, from
the standpoint of hygiene, may be considered " pure ; " while that
supplied to cities where filtration or sedimentation in large reser-
voirs is practiced, may be regarded as " purified " water.
Viewed from a chemical and bacterial standpoint, there is no
degree to pure water ; but from the hygienic point of view there
may be, and apparently are, degrees of purity. The water of
Vienna is said to be naturally pure, so is the water of Manchester
(England) and New York ; but accepting the typhoid fever rates
as an index of water quality, the water of Vienna is by far superior
to that of either of the other two cities. Manchester and New
York attempt to protect the drainage grounds of their sources,
and preserve the water from direct sewage pollution, which efforts
are only partially successful. Vienna, Munich, and a few other
cities seek their water supplies in sources which apparently are
beyond the reach of pollution.
Liverpool, like New York and Boston (new works), has sought
its water supply in a district which is sparsely inhabited, and not
exposed to the sewage from large organized communities ; and as
an additional precaution in behalf of the public health, provision
is made for filtration of this water before it reaches the city.
In considering sources of water supply in mountain springs at
moderate distance from cities to be supplied, and sources in deep
wells, it should not be overlooked that similar sources cannot be
82 THE PURIFICATION OF WATER.
made available for all or even many cities. Nor should the fact
be ignored, that the enormous per capita consumption in nearly
every American city renders the problem of a " pure " or "puri-
fied" water supply for our cities much more difficult of solution
than in the cities of Europe. Berlin, with about the same popula-
tion as Chicago, uses less- than one-fourth of the quantity of water
per diem ; London, with a population of over 5,000,000, probably
uses no more water than Philadelphia ; while Hamburg, with nearly
twice the population of Cincinnati, uses less than three-fourths as
much water. The consumption or rather the waste of water in
many cities, is a serious impediment to improvement in works of
public water supply ; and the abuse of water privileges must be
curbed, if we are to have water of the same quality as that of many
of the cities of Europe.
Of the larger cities of the United States which derive their
water supplies from driven wells, Brooklyn thus obtains from
many sources, covering a large territory, about 32,000,000 gallons
per day,* or over four-tenths of the daily supply. The maximum
yield of the system of artesian wells at Memphis, Tenn., has been
stated at 16,000,000 gallons per day.f The maximum capacity of
the system of driven wells at Dayton, Ohio, is given as 6,750,000
gallons, and at Lowell, Mass., as 12,000,000 gallons per day.J
Upon the same authority the average daily consumption of water
from the system of driven wells at South Bend, Ind., is 1,900,000
gallons ; and the maximum daily consumption from the artesian
wells at Jacksonville, Fla., is given as 1,557,557 gallons. Many
smaller cities have systems of artesian or non-flowing wells which
yield from a few hundred thousand to one or two million gallons
per day, and all such may be regarded as highly favored by nature
in the matter of their public water supplies.
In Europe, especially in Germany, it is the policy to seek
public water supplies in sources of natural purity, such as moun-
tain springs and deep wells, where these are available, and to
* Mr. I. M. DeVarona, in Report on the Future Extension of the Water Supply of the
City of Brooklyn, 189(5, p. 26.
f Report on Extension and Betterment of Cincinnati Water-Works, 1896, p. 27.
J Manual of American Water-Works, 1897.
PURE AND PURIFIED WATERS. 83
limit the consumption of water to the yield 'of such sources.
When the yield, as at Dortmund for instance is relatively large,
the allowance per capita per diem is correspondingly liberal ; while
at Leipsic, where the yield of ground water is relatively small,
the per capita consumption also is small.
In order to utilize to the fullest extent the natural sources of
pure water for public supply, the people of Germany are willing
to limit the use and waste of such water sometimes to very small
•per capita daily allowances, reasoning, doubtless, that the require-
ments of hygiene are better satisfied with small amounts of pure
water than large volumes of polluted water.
Among the larger cities of Europe which depend partly or
wholly upon ground waters may be mentioned London, the Kent
Works of which during July, 1896, supplied from deep wells a
daily average of 23,270,000 U. S. gallons to an estimated popula-
tion of 583,436, allowing thus nearly 40 gallons per capita.
In the table on the following page are given the principal
cities of Germany, etc., which depend in whole or part on ground
water supplies.*
If the double system of water supply which prevails in parts of
Paris (where the very excellent water of the Vanne is used for
dietetic purposes) should be adopted by cities in this country,
then it will in most instances become a comparatively easy task to
secure the limited quantity of water required for drinking and culi-
nary uses, either from sources of known purity or by very careful
filtration.
The great advantage of water from a source not open to sew-
age or semi-sewage pollution, as, for instance, deep wells intercept-
ing water which has been thoroughly purified in passing through
the drift, over water purified by any process of filtration, is found
in the fact that such water is at all times safe ; whilesafety to the
public of purified water depends altogether upon the skill and care
of the officials in charge of the filters. A lack of technical knowl-
edge or vigilance upon their part may result in great damage to
the health of the people supplied.
Naturally "pure" water is not available by the great majority
* Statistische Zusammenstellung der Betriebs Ergebnisse von Wasser-werken, Munich, 1895.
84
THE PURIFICATION OF WATER.
of cities. To supply a so-called pure water to London from
sources in Wales, nearly $200,000,000 will be required ; and even
in that instance it is proposed by the County Council to filter the
GERMAN CITIES SUPPLIED WITH GROUND WATER.
CITIES.
DATE
OF
REPORT.
POPULATION.
DAILY YIELD
OF WELLS.
U. S. GALS.
PER CAPITA
DAILY
ALLOWANCE.
U. S. GALS.
PROPORTION
OF WATER
FROM WELLS.
Schalke,
1893
280,000
11,429,790
40.8
All.
Dortmund,
1893-4
170,000
9,617,260
56.6
"
Cologne,
1893-4
286,000
8,425,535
29.5
"
Dresden,
1893
309,000
6,912,000
22.4
»
Bochum,
1893-4
148,500
6,764,100
45.5
it
Leipsic,
1893
391,000
6,131,170
15.7
u
Stockholm,
1893
251,000
6,045,850
24.
U
Copenhagen,
1893
337,500
5,990,789
17.8*
Essen,
1893-4
135,000
4,869,495
• 36.
All.
Barmen,
1893-4
125,000
4,380,533
35.
U
Augsburg,
1893
80,000
4,253,900
53.2
"
Dusseldorf,
1893-4
157,000
4,204,468
27.
U
Charlottenburg,
1892-3
255,000
4,204,987
15.8
U
Elberfeld,
1893-4
144,000,
3,906,663
27.1
U
Miilheim, Ruhr,
1893-4
67,000
3,729,280
55.7
it
Hannover,
1893-4
221,000
3,477,132
15.7
II
Freiberg,
1893
51,000
3,157,980
62.
"
Frankfort,
1893
198,800
3,057,138
. . .
40$
Duisburg,
1893-4
73,875
2,793,280
37.8
All.
Carlsruhe,
1893
80,000
2,7.63,514
34.5
ii
Halle,
1893-4
123,000
2,605,294
21.1
a
Crefeld,
1893-4
106,000
2,301,588
22.0
II
Witten,
1893-4
45,000
2,195,849
48.8
II
Strasburg,
1893-4
95,000
1,964,511
20.6
ti
Vienna,
1893
998,000
1,877,795
10#
Upon this aspect
water before it is delivered to the consumers,
of the water question Dr. Leff man f says : —
" When propositions for nitration are made, it is usual for some persons
to suggest that a pure water supply should be selected. . . . Surface water
is so liable to pollution that the word « pure ' has, in regard to it, only a com-
parative sense ; and in establishing an elaborate water supply, we should estab-
lish systems of storage and nitration, no matter how excellent may be the
district in which the water is collected and through which it flows."
* Springs and wells, proportion not given. f Public Health, 1897, p. 118.
PURE AND PURIFIED WATERS. 85
Changes may occur in the quality of water from natural sources
by subsequent pollution of the tributary watersheds. Large water-
sheds constituting the sources of supply for cities are more exposed
than small watersheds used by villages, and absolute security in
either case is to be had only by complete control of the effective
drainage grounds.
The water of deep wells may become polluted by sewage from
improvements which encroach on their drainage area ; and the area
drained by such wells should be free from habitation, and such
commercial operations as are calculated to contaminate the soil and
pollute the rainfall which percolates through the soil to the wells.
A proposition by the author (1894) to sterilize by distillation,
and distribute through a separate system of mains, that portion of
a city water supply which was used for drinking and dietetic pur-
poses, developed much adverse criticism. Partly, as alleged, be-
cause such water, when deprived of the minerals in solution, would
not be so favorable to the animal system as are natural waters ;
partly because of the difficulty of educating people to the use of
sterilized water when other water was less expensive and more
convenient to obtain; and partly because of the expense of a dupli-
cate system of mains to distribute such water to the consumers.
The first objection is the only one worthy of serious considera-
tion. If it is true that sterilized water exerts a prejudicial influence
on digestion or any of the animal functions, then it should not be
recommended ; but observation among people who are regularly
using distilled water does not bear out the assertion sometimes made,
that such water is less beneficial for dietetic uses than clean cistern
or pure well water. Neither is the author aware that systematic
experiments have ever been conducted to ascertain the real influence
of sterilized water on the human system, unless it may be held
that the favorable results of the use of distilled water in the United
States navy and on ocean steamships furnishes the desired data.
If the salts and minerals lost by distillation are really essential to
a perfect drinking-water, it would seem to be much safer to add
these in proper proportions to distilled water, than to assume the
risk to health which accompanies the indiscriminate use of natural
waters for drinking.
86 THE PURIFICATION OF WATER.
If it were true that a distilled water, lacking in lime, soda,
potash, etc., was unfitted for the manufacture of teeth and bone in
young children, this fact should be manifest in the children of
suburban and other villages, which depend almost entirely for
drinking upon cistern water. The author's observation for many
years along this line furnishes no proof that cistern water, if clean
and free from objectionable organic matter and bacteria, is not a
perfectly safe and satisfactory drinking-water. In fact, rain-water
falling in suburban districts, caught on clean slate roofs, and col-
lected in clean cisterns, should furnish the purest and best of
natural waters. Underground cisterns intended for the collection
and storage of drinking-waters should be tight, and not subject to
contamination through the soil from neighboring cesspools and
vaults ; otherwise, pollution may occur, and such cistern water
would be quite as objectionable in a hygienic view as any other
sewage-polluted water.
Certain spring and well waters may be quite free from organic
matter and bacteria, and still be dangerous to health by reason of
minerals in solution. Lead, arsenic, copper, etc., and iron in excess,
are objectionable ingredients of drinking-waters ; and petroleum
above one part in two millions, it has been stated, unfits water for
drinking.* Some of these substances may be in waters which, when
tested by bacteriological methods and the microscope, would be
found very pure. Chemistry, however, can reveal and measure them.
While certain surface waters can be carried in large, deep res-
ervoirs with an improvement in quality, water from ground sources
cannot be stored in open shallow reservoirs without developing a
growth of vegetable and animal matter, the luxuriance of which
depends upon the climate and sunlight, and to some extent upon
the mineral constituents of the water. Tall tanks and stand-pipes,
the depth of which is usually greater than that of earthen reser-
voirs, and the water area small in relation to capacity, may be
used to store ground waters without apparent change in quality ;
but in these the quantity of water stored is always small when
compared with the daily consumption.
* Water Supply, Chemical and Sanitary, Wm. Ripley Nichols, New York, 1883, p. 75.
PURE AND PURIFIED WATERS. 87
The investigations of Mr. G. C. Whipple, of*the Massachusetts
State Board of Health,* show very conclusively that sunlight is
the controlling factor in the development of algous growths in
stored waters, which suggests that the light should always be
rigorously excluded from reservoirs and large tanks intended for
the reception of ground waters. It has been the author's usual
practice to cover steel tanks and towers for the storage of ground
waters, but he is not aware of any trouble or complaint arising
from the storage of ground waters in the few open tanks of works
with which he has been associated.
According to Professor Mason, f " to keep a ground water in
good condition it is necessary to cover the reservoir. Such waters
are usually charged with mineral matter suitable for plant food,
and the higher organisms will be likely to grow therein unless
light be excluded."
The rapid development, during the summer, of vegetable
growths in shallow open reservoirs carrying ground waters, is well
known ; and the growth and (or) decay of some of these organisms
have produced unpleasant tastes and odors in stored waters, but no
proof is at hand that they have been the specific cause of disease.
Numerous investigations have shown that asterionella, nostoc, oscil-
laria, and other of the green algce, crenotJirix (fungi) and uroglena
(infusoria), have each at times imparted peculiar tastes or odors to
stored waters ; and it is altogether likely that other of the micro-
scopic organisms in water may be concerned in producing effects
which justify objections to the use of such waters from an aesthetic
standpoint, even if not positively injurious to health.
Assuming that the development of vegetable organisms in
stored waters depends principally upon the penetration of light,
it is obvious why turbid river and surface waters can be stored in
large, deep reservoirs for great lengths of time without injury, and,
as a rule, with positive improvement in their quality. During the
early days of storage the color is so strong, and the water so nearly
opaque, that there is no penetration of light ; and upon subsidence
of the heavier matters in suspension many of the vegetable organ-
* Journal of New England Water Works Association, September, 1896.
t Water Supply, by William P. Mason, New York, 1896, p. 261. m
88 THE PURIFICATION OF WATER.
isms, including the bacteria, are carried down, and deposited on the
bottom and slopes of the reservoirs. Upon the other hand, the
usual properties of ground water, viz., —
(1) Limpidity and lack of color,
(2) Small or no organic matters in suspension,
(3) Large amounts of dissolved salts readily assimilable by
plant life, — are favorable to the growth of cryptogams.
Add to these light and heat by exposure in open reservoirs,
and all the conditions are present essential to the rapid growth of
algae. The Vanne water, which is used for dietetic purposes in
portions of Paris, is obtained from springs ; and to preserve it
without change of quality it is conducted to the city in a closed
conduit, received in distributing reservoirs from which the light
is carefully excluded, and reaches the consumer quite as pure as
it was upon issuing from its mountain source.
The smaller cities and villages often are peculiarly favored in
sources of satisfactory public water supply ; while larger cities,
where the consumption of water per capita and in the aggregate
is greatly in excess of that of the smaller communities, are
compelled to procure the required daily volumes of water, in
many instances, from sources utterly unfit for domestic uses. A
mountain spring or system of driven wells, which will furnish an
abundance of pure water to some small municipality, would be
too insignificant for consideration as a source of water supply
to a city ; and intelligent people are prone to neglect the fact that
a water source which may meet the requirements of a village of
a few thousand population would be inadequate to supply even
the drinking and culinary water of a large city.
Referring to present sources of city water supply, it can be
said that Vienna, Munich, Dresden, Stockholm, Copenhagen, a
portion of Paris and other cities abroad, together with several of the
smaller cities and many villages in this country, have water sup-
plies which are naturally pure ; while London (omitting the Kent
Works), Berlin, Hamburg, Liverpool, and many smaller cities in
Europe, Lawrence, Mass., and several other cities in this country,
have purified water supplies.
PUKE AND PURIFIED WATERS. 89
•
In this connection it is difficult to discuss the water supplies of
cities in America using mechanical filters. The typhoid fever rates
of these cities are considerably higher than the rates of cities in
Europe which use plain sand filtration for the purification of
polluted waters ; and inquiry among the manufacturers of the
filters, and the officials of the water-works using them, reveals the
startling information that (in instances at least) the filtered water
is not generally used by the people of such cities. This is also
true of certain cities and villages which have very excellent water
supplies from natural sources.
In a certain city of Ohio, where the public water supply is from
a system of driven wells and of very excellent quality, it is said
that less than one-fourth of the population draw their water supply
from the city mains. The remainder, after nearly thirty years'
experience with a public system of water- works, still depend for
domestic purposes upon the water from wells and cisterns. In the
interest of the public health, and where the public water supply is
unexceptional, the use of wells and cisterns for drinking-water
should be prohibited (as they are in Vienna), and the use of the
public water be made compulsory. Of what avail is it to secure
water of high quality if the people are permitted afterwards to
take their drinking and dietetic water from sources of doubtful
value, and, as is well known to many sanitary officers, from sources
exposed to sewage pollution ?
It is a strange anomaly that in the larger cities (many of which
are supplied with sewage-polluted waters) all the people are by
the force of circumstances compelled to take their water from the
public mains, while in the small cities and villages, in which the
public water is often of most excellent quality, the use of the better
water is altogether optional with the people.
It is impossible to tell how much physical suffering might be
traced to water supplies, which are regarded by municipal corpora-
tions and water companies as fit for domestic uses, and to the
continuous use by cities of waters of known sewage pollution.
Certain it is that typhoid fever, cholera (in the Orient), and other
intestinal disorders, annually claim thousands of victims, which
would be saved if all people were equally and sincerely interested
90 THE PURIFICATION OF WATER,
in having drinking and dietetic waters of the highest attainable
purity.
In the mountains, where the population is sparse, water of sat-
isfactory quality and in abundance is often found. But at lower
elevations, along the rivers and lakes, and at tide water, where the
people are collected in large numbers, mountain sources of water
supply are rarely available. Doubtless " there is enough whole-
some water on the face of the earth to supply all the inhabitants
thereof," but the conditions clearly demonstrate that this is not
well distributed.
Cities have been located, not according to the rules of hygiene,
but according to the requirements of commerce. Revenue has
been the dominating factor ; and upon the sanitarian has fallen
the burden of rectifying evils which have followed the total disre-
gard in so many cases of the fundamental laws of health.
In the introduction to this work a statement is made that
"water is an essential of human existence;" and this is true, not
only as it is used in connection with the body needs, but in con-
nection with the fruits of the soil, in tempering the atmosphere
and heat of the earth's crust, and in many other ways. Restricted
to our animal requirements, it may be said that " pure water " is
"an essential of health," while "impure water" involves hazards
to life and health which we have no right to incur.
It is feasible for a small percentage of the world's population
to procure water supplies from natural sources which will satisfy
the most advanced requirements of hygiene, but for the great
majority of the people satisfactory water supplies are obtainable
only by works of artificial purification.
CITATIONS ON TYPHOID FEVER EPIDEMICS. 91
CHAPTER VII.
CITATIONS ON TYPHOID FEVER EPIDEMICS.
PRACTICAL illustrations, so far as they are available, concerning
the causes of typhoid fever epidemics, are especially valuable in
supporting the theory that a sewage-polluted water, or a water
carrying the germs of typhoid fever, will produce infection of the
same disease in persons who may drink such water, or who in
some way may have ingested food which has been in contact with
such water. In this connection it is not necessary that a line
should be drawn between the colon bacillus and the typhoid bacil-
lus as found in the human spleen ; either or both may be going
into the sewers of cities, and from the sewers into rivers, lakes,
and other sources of public water supply. It is sufficient and
prudent to assume that the dejections of a typhoid patient may
contain the specific organism which is the cause of this disease,
and in the instances noted in this chapter the evidence is at times
overwhelmingly in support of this view.
LAUSEN, SWITZERLAND.
The typhoid epidemic which occurred in this village during the
latter part of 1872 has been mentioned so frequently and with so
much respect as to make it a classic in the epidemiology of this
disease. The circumstances were briefly as follows : A few cases
of typhoid fever, occurring at a distance of one or two miles
from the village, were supposed to have caused a contamination of
the water of the village well, from which an infection of 130 per-
sons, with 8 fatalities, in due time followed. From the official
report of the epidemic by the health officer of Basle, it appears
that a brook, passing near the premises where the original cases
of typhoid occurred, was used for the washing of the linen of the
patients, and at the same time as a channel for the disposal of
92 THE PURIFICATION OF WATER.
the typhoid dejections. The course of this brook caused it to
join another stream which passed through Lausen at a considera-
ble distance below the village ; but for some time it had been sus-
pected that an underground connection existed between the brook
at a place below the original location of the fever and the village
well, although from surface indications, any sewage discharged
into the brook would pass into the larger stream below the village,
and not be the cause of pollution to the village water or create an
offense to its population.
After the epidemic, an investigation showed that the brook
did have an underground connection with the village well ; and
notwithstanding the percolation of the water through a mile or
more of pervious material, typhoid germs, which came into the
brook from the source of the original infection, were carried into
the public well, and spread the disease in the village at such an
alarming rate that one in every six of the whole population was
attacked. The original case of typhoid fever was held to have
been imported into the neighborhood of Lausen.
A resumJ of the simple facts in this instance shows : —
1. No typhoid fever had been known of in Lausen for sixty
years, and the general health of the people was excep-
tionally good.
2. During the summer of 1872, several cases of typhoid had
occurred outside of the village, at a distance of a mile
or more.
3. The Furlen Brook was used as a channel of discharge for
the dejections of the original patients, and for the
washing of their linen.
4. Salt, thrown into the brook below the original location of
the disease, in due time appeared in the water of the
Lausen public well.
5. The infection was limited to those who drank of the water
of the public well, while families which abstained from
the use of the water of this well were not affected.
The Lausen circumstance has been so well described in certain
books and reports upon the subject, that it is here introduced
CITATIONS ON TYPHOID FEVER EPIDEMICS, 93
t
principally to show that natural filtration so-called, through the
pervious materials of the drift, while it may render water very fair
to look upon, cannot be accepted as a safeguard against typhoid
infection, if the cause of infection should exist in the locality of a
source of ground water supply such as was had in Lausen.
CATERHAM, ENGLAND.
The outbreak of typhoid fever at Caterham occurred in the
early part of 1879, and was reported on early in April of that year.
In this instance there were upward of 100 attacks of the disease,
of which 19 were fatal. It was proved beyond doubt (according
to Mr. Edward Easton, Chairman of the Caterham Water Com-
pany), that the origin of the epidemic was due to the evacuations
of one workman accidentally contaminating the water of the well.
This workman, although suffering with a " walking " case of ty-
phoid fever, was employed in the tunnels connecting the wells
which constituted the source of water supply for Caterham and
Redhill. While so employed, his frequent dejections were col-
lected in a bucket, and from time to time hoisted out of the well.
During one trip of the bucket an accident occurred, causing a por-
tion of its contents to be spilled into the water ; and from this in
due time grew an epidemic of typhoid fever, alarming in propor-
tion to the population of the district supplied from this source.
Of this unfortunate occurrence, Dr. Thorne Thorne, who con-
ducted the investigation,* says : —
" The water supply of Redhill and Caterham was derived from deep wells
in the chalk and lower greensand. It was discovered that a workman em-
ployed in excavating an adit between two of the wells had previously con-
tracted enteric (typhoid) fever at Croydon, and had been overtaken by diarrhoea
on several occasions while working in the well. There appeared no doubt
that the poison of the excreta was conveyed to the drinkers of the well water,
and communicated the disease."
The circumstances of the affair are revolting in the extreme ;
and how a person suffering with the early symptoms of typhoid
could be permitted to follow his occupation immediately in the
* " Report Royal Commission on Metropolitan Water Supply," Appendices to Minutes of
Evidence, p. 533.
94 THE PURIFICATION OF WATER.
presence of the water from which a small population drew its daily
supply, is beyond comprehension.
Aside from a specific cause of disease which may be traced to
this lapse of moral responsibility upon the part of some one, it is
disgusting to know that a man would be so far lost to the sense of
decency as to continue his labors under conditions like these. Here
was a 'system of wells from which a large number of people were
daily drawing water for drinking and other purposes, in which
some repairs or improvements were being conducted while the
water was being pumped out of them for domestic consumption,
and a workman known to be suffering with diarrhea, if nothing
worse, was permitted to follow his labors in the wells, and dispose
of his dejections in a manner which was offensive to sentiment,
even if proper precautions had been observed to prevent contami-
nation of the water. But such precautions were not observed ; and
in due time the bucket was tipped, some of its contents went into
the water, and upwards of 100 persons were made to suffer as a
consequence of a proceeding which was little short of a crime.
In the exhaustive examination conducted by the Royal Com-
mission on Water Supply for London (1893), this Caterham oc-
currence is mentioned several times by the witnesses ; and the
principal deduction drawn from it by the Commission was, that if
the dejections of this workman had been tipped into the River
Thames instead of the Caterham wells, it would have been so
largely diluted as to have had no effect on the health of the people
who take their water from the Thames companies.
Stripping the matter of all verbiage, it appears that 100 cases
of typhoid fever with 19 deaths were traced to the contamina-
tion of this Caterham water, by the accidental discharge of a portion
of the dejecta from a mild case of typhoid fever.
PLYMOUTH, PA.
The town of Plymouth, Pa., in the spring of 1885 was visited
by a severe epidemic of typhoid fever, which had its origin in the
pollution of the public water supply by the dejections of a single
isolated patient.
The water of the town is impounded in a reservoir at an eleva-
CITATIONS ON TYPHOID FEVER EPIDEMICS. 95
*
tion sufficient to maintain a supply by gravity ; and upon the drain-
age ground of this reservoir, at the time of and before the epi-
demic, lived a family, a member of which was temporarily located
in Philadelphia. This member came home ill with typhoid fever
during the winter of 1884-1885 ; and to avoid infection of the
family vault, his dejections were thrown upon the snow or ice-cov-
ered ground some distance from the residence. When the warm
rains of late winter set in, the snow and ice about the premises
melted, and ran into the reservoir. Within two or three weeks an
epidemic of typhoid fever occurred in Plymouth ; and out of a pop-
ulation of about 8,000, over 1,100 were stricken with the disease,
of which 114 were fatal cases.
In the Lausen epidemic, the typhoid germs went into the
water of the Furlen brook ; the water of the brook, or a portion of
it, went into the village well. Result, an epidemic of typhoid
fever in a little village which for more than two generations had
been wholly exempt from this disease.
In the Caterham and Redhill epidemic the dejections of a
typhoid patient were mixed with the water of a well which con-
stituted the source of supply for a small population ; this water
was pumped to the patrons of the water company, and an epi-
demic of typhoid fever followed.
In the Plymouth epidemic, the typhoid fever dejections were
thrown upon the frozen soil ; rains followed, and the runoff of
rainfall and melted ice carried these into the reservoir which con-
stituted the water supply for the city. Result, a typhoid epidemic
which at the time attracted the attention of the whole country.
In connection with the epidemic at Plymouth, Pa., the following
from the Engineering Record, July 18, 1896, will be of interest : —
" The report was made public last week of Dr. Chas. P. Knapp, County
Inspector of the Pennsylvania State Board of Health, of Wyoming, Pa., who
in April last investigated the water supply of Plymouth, Pa., where typhoid
fever has been prevalent for some time past. Dr. Knapp reported that the
water of Plymouth is subject to contamination from a dairy farm on the head
waters of the stream from which the supply is taken. This is the same farm-
house and stream to which was traced in 1885 the typhoid epidemic in Plym-
outh, when there were 1,500 cases and 150 deaths."*
* The cases and deaths from this epidemic have been differently reported by different
authorities.
96 THE PURIFICATION OF WATER.
ZURICH, SWITZERLAND.
" In the spring of 1884, Zurich was visited by a virulent outbreak of
typhoid fever, which, beginning in the month of March, reached its maximum
intensity in April, and practically disappeared by the end of June, fully two
per cent of the population having been attacked and nine per cent of the
cases proving fatal. The Commission appointed to inquire into the cause of
this epidemic arrived at the conclusion that the infection could not be traced
to abnormal meteorological or sanitary conditions ; but that the filtered Lim-
mat water, although clear and chemically satisfactory, contained an abnormal
quantity of bacteria. It was subsequently discovered that, owing to the dredg-
ing operations in connection with the new quay-works, the impure matter
deposited at the bottom of the river had been stirred up, and, not being effec-
tually retained by the submerged filter-bed, had found its way into the con-
crete main, which was by no means water-tight, and had been damaged during
the blasting and removal of an erratic block from the bed of the Limmat.
The reason why the defective condition of both filter-bed and conduit did not
arouse suspicion until after the outbreak of the epidemic was twofold, — first,
the Limmat water was generally so clear and chemically pure that filtration
was considered of altogether secondary importance ; and, secondly, the per-
meability of the concrete, laid at 2 to 3 meters depth below the river bed, was
regarded as an advantage rather than a defect, inasmuch as the sand in which
the conduit was imbedded was supposed to act as a 'filtering medium. The
bacteriological investigations, in conjunction with the proved percolation of
impure matter through the filter and conduit, stamped the Limmat water as the
vehicle of infection. . . . Hence, at Zurich, the necessity was promptly rec-
ognized of providing an entirely new water supply for the town and suburbs."*
(The submerged filter mentioned above has been experimented
with by several cities in this country. It is a filter constructed in
the bed of the river, of such materials as may be convenient, with
no provisions for cleaning or renewal of the filtering materials.
Such filters, wherever used within the author's knowledge, have
been failures as sanitary devices.)
SPRING WATER, N.Y.
Spring Water in 1889 was a village of 600 population, situated
two and one-half miles south of Hemlock Lake, which constitutes
the source of water supply for Rochester, N.Y. This village was
on the watershed of the lake, and typhoid fever occurring there
* Preller on the Zurich Water Works, London, 1892, p. 7.
CITATIONS ON TYPHOID FEVER EPIDEMICS. 97
was a menace to the health of the larger comrnunity. The water
supply of the village was obtained from open and driven wells
sunk a short distance into the drift.
A so-called endemic of typhoid fever, which occurred in this
village during October and November of that year, was made the
subject of careful investigation by Mr. George W. Rafter (then
assistant engineer of the Rochester Water- Works) and Dr. M. L.
Mallory. The following information is taken from the Report of
these gentlemen to the chief engineer of the water-works : —
" The earliest clearly defined case of typhoid fever we found to be that of
... a boy thirteen years of age, who, when taken sick with the disease on
Sept. 29, was employed at Snyder's Hotel. . . . Not only is the well at this
place in close proximity to the privy (thirty feet away), but half-way between
the well and the privy we found a board slop drain, which undoubtedly dis-
charges into the well a considerable portion of its contents. The family
claimed, however, that the water of this well had been considered bad for a
year and a half, and none of it had been used for domestic purposes during
that time ; the water so used having been all obtained from the well on the
adjoining premises. . . . We found the pump in working order, with pail
beneath the spout partly filled with water, and with a dipper in the pail. On
questioning the servant girl, it appeared very evident that the water was some-
times used. . . .
" Our view as to the origin of these cases of typhoid fever in the village
. . . is therefore as follows: The hotel was certainly an original center of
infection as ... four persons living there were taken sick with the disease ;
and while we are unable to establish the fact definitely, we consider it very
probable that some ' walking ' case of typhoid fever stopped at the hotel, and
. . . inoculated the hotel privy with germs of typhoid contained in the dejec-
tions. The chemical analyses of the water of the hotel well, . . . and the
bacteriological examinations, both show the water to be exceedingly bad,
unfitted for domestic use, and the environment such as to lead, with the cer-
tainty of a mathematical demonstration, to the conclusion that there is gross
pollution from the privy and slop drain."
The village of Spring Water at the time of this outbreak had a
population of 600, of which 20 were attacked with typhoid fever.
" The soil upon which the village stands is of an open, pervious
character for a depth of 10 to 20 feet," while the wells (open and
driven) had a depth of 10 to 18 feet. Previous to this attack
of typhoid fever the village had a record of being an unusually
healthful locality.
98 THE PURIFICATION OF WATER.
It is stated in the report that the Eberth bacillus (b. typhosus)
was found, upon examination by Dr. H. C. Ernst of Harvard Uni-
versity, in a sample of water from one of the wells supposed to
have been concerned in spreading the infection.
The admixture of filth and drinking-water, which was assumed
to have been the secondary cause of this epidemic, is going on on
a very large scale all over the land, with this difference, however,
that in Spring Water the mixing was done right on the premises
of the citizens, while the plan usually pursued is to pollute the
water supply of one city with the sewage of another. Will a time
arrive when there will be a law on the Federal statute book which
will give the Engineer Corps of the War Department full power
to prevent the sewage pollution of all navigable streams and bodies
of water under its control, and when all water craft will be com-
pelled to dispose of their sewage and garbage in some other man-
ner than by dumping it ad libitum into these rivers and lakes,
which constitute the sources of water supply for so many populous
cities and towns?
LOWELL, MASS.
During the autumn and winter of 1890-1891, the city of
Lowell, Mass., was visited with a severe epidemic of typhoid fever,
which had its origin in two or three cases of typhoid fever in a
small manufacturing village (North Chelmsford) situated on Stony
Brook, a small stream which flowed into the Merrimac River
about three miles above the Lowell Water- Works intake. Within
due time after typhoid developed at Lowell, the city of Lawrence,
on the Merrimac River about nine miles below Lowell, was also
stricken with typhoid fever. The city of Lowell discharges its
sewage into the river below the city, while the city of Lawrence
below draws its water supply from the river after it has been
polluted by the Lowell sewage.
Thus from Stony Brook the disease was traced to Lowell, and
from Lowell to Lawrence. Stony Brook was inoculated through
the use of wooden privies overhanging and discharging the fecal
matter into the stream, which in turn carried the bacillus of typhoid
into the Merrimac River, from which it was pumped into the Lowell
CITATIONS ON TYPHOID FEVER EPIDEMICS. 99
reservoir, and distributed to the citizens through the public water
mains. The fecal discharges of the typhoid patients at Lowell
went into the sewers ; these in turn inoculated the river below that
city, and furnished the infection to the sister city of Lawrence,
which pumped the typhoid-infected water to its reservoir, and like
Lowell, supplied it to its citizens through the public water mains.
Very careful investigations, conducted by Professor W. T.
Sedgwick, biologist to the State Board of Health of Massachusetts,
clearly established the origin of the epidemic among the people
living on Stony Brook, and its carriage to the cities of Lowell and
Lawrence through the medium of the public water supply.*
SAULT STE. MARIE, MICH.
" The city of Sault Ste. Marie takes its water supply above the rapids,
and ordinarily it is very pure water. In the fall of 1890, owing to a break in
the lock, more than two hundred boats were detained for two days above the
lock and in the immediate vicinity of the intake. Some ten days later typhoid
fever appeared, and the deaths were reported to be not less than thirty. All
the cases appeared within a few weeks, and sample (analysis below) was taken
at this time." f
ANALYSIS OF WATER FROM SAULT STE. MARIE.
SOURCE. — LAKE MICHIGAN.
PARTS PER 100,000.
BACTERIA.
PER C. C.
KIND OF
BACTERIA FOUND.
Free Ammonia.
Albuminoid.
Chlorine.
0.0224
0.0168
0.33
2,000
B. Venensous.
This water was regarded as the cause of typhoid fever ; and
b. venenosus, according to Dr. Vaughan, is classed as a pathogenic
organism. " One drachm of a bouillon culture, twenty-four hours
old, injected into the abdominal cavity of a rat, produced death."
ST. Louis, Mo.
During the year 1892-1893, the city of St. Louis, Mo., U.S.A.,
had an unusual case and death rate from typhoid fever, the annual
mortality from this disease rising from 34 to 103 per 100,000 of
population living.
* Report Massachusetts State Board of Health, 1892, p. 668.
t A Bacteriological Study of Drinking Water, by Victor C. Vaughan, Ph.D., M.D., Ann
Arbor, Mich., 1892, pp. 8-12.
100 THE PURIFICATION OF WATER.
A careful investigation by the public health department re-
vealed the fact that in those districts of the city where the water
from the public mains was not generally used for drinking-pur-
poses, the citizens were almost wholly exempt from the infection,
and that with few exceptions the cases were all confined to a dis-
trict the people of which drew all or part of their drinking-water
from the public mains.* The water supply of St. Louis is obtained
by pumping from the Mississippi River, and the only purification
attempted is to allow 24 to 36 hours for sedimentation in several
low-level reservoirs.
ELMIRA, N.Y.
This city was visited by an epidemic of typhoid fever during
January and February of 1896, the cause of which was carefully
inquired into by Professor Olin H. Landreth of Schenectady, N.Y.
From his very complete report the following facts are gleaned : —
Elmira is situated on the Chemung River, with a population at
the time of the epidemic of 37,500. In the cities and villages
above Elmira, on the river and its tributaries, and within a reach
of 50 miles, an aggregate population of 40,000 is found, among less
than three-fourths of which 70 cases of typhoid fever were reported
to have occurred prior to the outbreak or increase in the typhoid
rates at Elmira.
Of this number six cases were on premises which sewered to
the river, and " a larger number with less definite but equally
direct connection with the river." According to the report, the
time required for the passage of sewage from the most remote
point, where previous cases of typhoid had been recorded, to the
water-works intake at Elmira, would be but a few hours.
During December (1895), there had been fifteen days of con-
tinuous cold weather, followed late in the month by heavy rains
which caused a freshet in the river, and carried down with the run-
off of rainfall considerable polluting matter collected on the
frozen ground.
The epidemic of typhoid in Elmira followed the flood in the
Chemung River.
* Annual Report of Health Commissioner, 1892-93, p. 120.
CITATIONS ON TYPHOID FEVER EPIDEMICS. 101
~~ f
Samples of water from the river at the intake of the Elmira
Water- Works, sixteen miles below the nearest .point of sewage pol-
lution, taken Dec. 28, 1895, and Jan. 21, 1896, gave from 45,000
to 1,080 bacteria per cubic centimeter, among whicJi was found tJie
colon bacillus. The larger number of bacteria per cubic centimeter
of water was found while the river was in flood or directly after ; a
condition often noticed in connection with rivers subject to a wide
range of flow. Aside from the very large number of bacteria
found at the earlier date of examination, there were other unmis-
takable evidences of sewage pollution of the water.
Search for the typhoid bacillus failed to reveal its presence in
the water ; but this is not surprising, for we fail to find it even
under much more favorable conditions, and the failure to find it
is only negative evidence that it is not in the water.
After a careful review of all the facts bearing upon the epi-
demic, Professor Landreth reached the following conclusions : —
1. The milk supply was in no way responsible for the
epidemic.
2. The city water supply was unquestionably the means by
which the infection was introduced and the epidemic
originated.
3. The city water supply was, in all probability, infected by
the typhoid bacillus from the Chemung River from cases
occurring up-stream during the summer or fall of 1895.
4. The city water supply as now taken from the collecting
gallery is quite probably liable to infection at any time
from the occurrence of typhoid fever cases near the
gallery, in unsewered premises, through the medium of
the ground water, and may already have suffered such
infection.
5. A number of cases of fever during the latter stages of the
epidemic are due to secondary infection from adjacent
previous cases, largely through the medium of wells
infected from vaults and cesspools.
6. Well water should be very thoroughly boiled before being
considered safe for use. It is now more liable to infec-
tion than river water.
102 THE PURIFICATION OF WATER.
PARIS, FRANCE.
In Popular Science for December, 1895, Mr. Stoddard Dewey
is authority for the following statement : —
" In the French army stationed at Paris in 1888, there were 824 cases of
typhoid fever, and in 1889, 1,179 cases of typhoid fever. During this time the
army had been drinking the sewage-polluted water of the River Seine. In
1889 the water of the River Vanne was substituted for that of the Seine,
when the number of cases for the next four years, 1890-1893 inclusive, was
reduced to 299, 276, 293, and 258. Through an accident the water of the
Vanne became contaminated, and for the next three months the cases rose to
436. The Vanne again became comparatively free from contamination; and
for the next four months of 1895, but eight cases in all occurred, and these
were charged to some other water than that of the River Vanne."
SAN FRANCISCO, CAL.
The investigation of the public water supply of this city in its
relation to typhoid fever, by Dr. M. J. Rosenau, has been men-
tioned in a previous chapter ; and in order to appreciate the full
force of the facts disclosed, the following brief description of the
sources of supply is quoted from the official report to the Super-
vising Surgeon-General, U. S. M. H. S.
" The Spring Valley Water Company furnishes San Francisco most of its
water. Its principal source is from three catch basins, made by damming
conveniently shaped valleys, between 12 and 20 miles from the city, in San
Mateo County. These three reservoirs are known, respectively, as Crystal
Springs, San Andreas, and Pilarcitos. From each a pipe-line leads to the
city, thus making three water districts. These districts are irregularly shaped,
and discontinuous, owing to engineering difficulties. These three systems are
connected in such a manner that the water from any one reservoir may be
pumped to either of the other two districts. This fact negatives the impor-
tance of regarding the districts as separate, from a sanitary standpoint. Smaller
reservoirs in the city are used more for the purpose of storage in case of sud-
den increased demand, by fire, or from accident, than for obtaining pressure.
The flow is continuous.
"The Visitacion Water Company supplies about 600 consumers in the
southern section of the city. The source of this water is from eight wells sunk
in Bay View Valley, on the outskirts of the city. Six of these wells are 150 feet
deep, one is 180, the other 130 feet through sand and gravel. The wells do not
flow spontaneously, and are fitted with deep-well pumps. They are known as
CITATIONS ON TYPHOID FEVER EPIDEMICS. 103
artesian wells ; but as they do not pass through an imp'ervious stratum, they
do not comply with the original meaning of that term.
" IVells. — From the best information at my command, there are very few
private wells for drinking and household purposes in the city."
The usual methods for collecting and planting water samples
were followed, the samples b'eing taken from taps in houses. All
water was collected by Dr. Rosenau, with the usual precautions to
insure a proper sample, and to avoid the introduction of adventi-
tious organisms. " Special care was exercised to select a tap that
led directly from the mains." Fermenting organisms were iso-
lated by the fermentation tube, according to the method proposed
by Dr. Theobald Smith.
" In several instances the colon bacillus was isolated by planting \ cubic
centimeter of the suspected water directly upon Wurtz milk-sugar litmus agar,
and growing the plants at 41°.5-42° C. This slight modification of Smith's
method has proven useful, not only for isolating suspicious organisms, but it
is believed it may be used to give a proximate idea of their number to the
cubic centimeter.
" In case the above methods failed to find fermenting organisms, the
water was further studied upon gelatin and glycerin agar, with the result
that, in seven samples, eight suspicious organisms were found. These all
proved to be forms belonging to the group of proteus, and resembling b. pro-
teus vulgaris. They all grew well at room temperature, also at 37°, but not
at 41°.5 C."
Thirty-six samples of water collected from widely separated
points were examined between Dec. 4, 1895, and Feb. 7, 1896.
" Fermenting organisms were isolated from 14 of the 36 samples ; 8 of
these 14 contained proteus, and the remaining 6 the colon bacillus. ... In the
San Andreas water, both the colon bacillus and proteus were found. In
the Pilarcitos water also, both proteus and the colon organisms were isolated.
In the Crystal Springs water, only an occasional proteus was met with. The
greater freedom from fermenting organisms enjoyed by this water is in accord
with the control of the watershed, and indicates what may be accomplished
in preventing contamination of the water by excluding all habitation from the
water basin. The Visitation (deep well) water was found to contain the
colon bacillus"
Concerning tbe colon bacillus, the Report quotes a paragraph
from Dr. Abbott * which is worthy of reproduction here.
* The Principles of Bacteriology, by A. C. Abbott, M.D., Philadelphia, 1894, p. 422.
104 THE PURIFICATION OF WATER.
" In the normal intestinal tract of all human beings and many other mam-
mals, as well as associated with the specific disease producing bacterium in
the intestines of typhoid fever patients, is an organism that is frequently found
in polluted drinking-waters, and whose presence is proof positive of pollution
by either normal or diseased intestinal contents ; and though efforts may result
in failure to detect the specific bacillus of .typhoid fever, the finding of the
other organism, the bacterium coli communis, justifies one in expressing the
opinion that the water under consideration has been polluted by intestinal
evacuations from either human beings or animals. Waters so located as to be
liable to such pollution can never be considered as other than a continuous
source of danger to those using them."
To which Dr. Rosenau adds, " This organism was found in
samples from San Andreas, Pilarcitos, and Visitacion."
" The fact that the colon bacillus was more readily isolated from the
water after the heavy rains, and that fermentation was also more frequent
after the heavy rains than before, would indicate soil-washings as one of the
sources of this organism in the water ; but that its presence in the water is not
alone the result of soil-washings of pasture lands is indicated by a study of the
typhoid fever records. Typhoid fever is a constant factor in San Francisco,
and a study of (the relation of) the death rate from this disease to (the) rainfall
shows a striking coincidence in several years ; i.e., a marked rise in deaths
following the first heavy rains."
In a table covering the period July, 1882, to June, 1895, inclu-
sive, Dr. Rosenau has given in parallel columns the total monthly
rainfall and deaths from typhoid fever, from which the diagram
on the opposite page has been drawn.
Referring to the diagram, which gives the totals of rainfall and
deaths from typhoid fever for fourteen years, it does not appear
that the higher typhoid rates are always coincident with the higher
rates of rainfall. In fact, the death rate fourth in magnitude for
this interval of time occurred during the month of least rainfall
(August). Generally, however, the curve of typhoid fever deaths
declines with the curve of rainfall, and rises before the period of
high precipitation begins.
DENVER, COL.
During the past year (1896), the typhoid rates being higher
than usual, an investigation of the probable causes was instituted
CITATIONS ON TYPHOID FEVER EPIDEMICS.
105
by the health commissioner, with the result that the public water
supply was held accountable for the increase of the case and death
rates for this disease.*
Inches of Rainfall for 14 Years.
By Months.
Fig. 2. Totals of Rainfall and Deaths from Typhoia Fever, for a Period of 14 Years, San
Francisco, Cat., from January, 1882, to December, 1895.
(From Notes in Dr. Rosenarfs Report on City Water Supply.)
The Report contains a table of the deaths from typhoid fever
for the years 1892 to 1896 inclusive, for the months of June to
* Preliminary Report of the Health Commissioner to the Mayor, Denver, Oct. 12, 1896.
106 THE PURIFICATION OF WATER.
September, from which the months of July, August, and Septem-
ber, are reproduced below : —
DEATHS FROM TYPHOID FEVER.
YEAR, 1892. 1893. 1894. 1895. 1896.
July, 28326
August, 12 4 8 5 13
September, 9 5 8 8 28
Total, 23 17 19 15 47
Commenting upon this the health commissioner says : —
" Is it to be wondered at that such an increase of typhoid fever prevalence
in a few weeks should have called attention to the water supply? Investiga-
tion of the location of the cases showed that they were fairly well distributed
throughout the city; and so far as could.be determined there was no local
cause operative in any part of the city to cause this disease, nor was there
any one possible cause of infection common to all those affected except the
water they drank. . . ."
" We know that when a certain small percentage of cases due to local in-
fection of milk or other food, or contracted by nurses, is eliminated, the great
bulk of cases of typhoid fever in all epidemics is due to the one common cause,
— an infected water supply. When the probable sources of that infection are
discovered, it is the plain duty of those upon whom the responsibility lies to
suggest the remedies. Failure to adopt the remedial measures that are neces-
sary, means deliberate acceptance of responsibility for the resultant loss of
human life."
The city of Denver has two distinct sources of water supply, —
one from the Platte River, and the other from an artificial reser-
voir called Marston Lake, the latter source being fed from moun-
tain streams. Both sources were found by the health officials to
be exposed to sewage pollution ; and although it was claimed that
the water of the river and lake was filtered before it was delivered
to the consumers, the Report indicates that this was wholly inef-
fectual, and not calculated to improve its quality.
MlDDLETOWN, CONN.
This was an epidemic of typhoid caused by oysters which had
been fattened in Quinepiac River, near the mouth of a private
drain or sewer, from premises where, during the time the oys-
CITATIONS ON TYPHOID FEVER EPIDEMICS. 107
ters were planted, two cases of typhoid fever Mad occurred. The
epidemic followed a banquet or supper given in the autumn of
1894 by two of the societies of Wesleyan College, at which some
of the students indulged in the oysters raw, while the others ate
only cooked oysters. The students who ate raw oysters were the
only ones affected.
The oysters had been taken from distant beds, and replanted
in this little stream for the purpose of " plumping" them by hav-
ing a current of fresh water run over them during ebb tides. The
current of fresh water in this case was probably charged with the
germs of typhoid fever from the two cases mentioned above.
The reports on the epidemic indicate that the oysters had not
been planted at the mouth of the sewer for any great length of
time before they were taken up for sale ; but, considering the oys-
ter as a natural scavenger of the organic matter in sewage, this
time was altogether sufficient for the absorption of some of the
sewage and disease germs from the sewer which discharged into
the river just above the oyster-bed.
The students who ate only cooked oysters escaped infection,
the cooking being sufficient to sterilize the oysters and such liquid
as was contained in the shells.
In this instance the dejections of the original typhoid patients
were thrown into the sewer, and the sewer discharged into the
river about three hundred feet above the oyster-bed. The typhoid
germs were absorbed by the oysters, and the oysters were ab-
sorbed by the students, with the usual result in such cases, that
typhoid fever reappeared among the students who ate the unster-
ilized oysters.
STAMFORD, CONN.
;' There has been considerable alarm at Stamford, Conn., over an epidemic
of typhoid fever. Over 160 cases appeared in a short time, and the investiga-
tion of the State Board of Health showed that all were on the route of one
milk-seller. The investigators came to the conclusion that impure milk was
the source of the disease. The milkman bought his milk from farmers about
Stamford ; but as these farmers also sold their milk to other persons who were
not reported ill, it was evident that the germs entered the milk after it came
into the possession of the retailer.
108 THE PURIFICATION OF WATER.
" It was found that the milkman washed his cans in water from a well on
his premises, which, upon being analyzed, proved to be totally unfitted for
drinking-purposes, and dangerous to use. This case, like the Montclair epi-
demic, . . . shows that an infected milk supply may be answerable for many
typhoid outbreaks which are not chargeable to a water supply." *
The mass of evidence on the cause of typhoid fever abroad and
in this country is to the effect that it is a water-carried disease ;
and even in those epidemics where (as at Stamford, Conn., April,
1895, and Montclair, N.J., April, 1894) milk was the immediate
distributer of the germ, water used in connection with the dairy
operations has been the carrier of the typhoid bacillus. From
which it follows, that if the typhoid organism is kept out of our
water supplies, typhoid fever would cease to exist as a scourge of
the youth and promise of our land.f
ELIZABETH, N. J.
" Typhoid fever has become epidemic here, over fifty cases having been
reported; and a joint investigation by the Local and State Boards of Health
is probable. To the use of polluted water is attributed the outbreak." J
" There is a marked increase in the number of typhoid fever cases in
this city. Not less than forty cases are now being treated by the doctors,
and four deaths have occurred, all the victims being adults." §
" E M , aged thirteen, died to-day of typhoid fever at the Alexian
Hospital. It is the fifth fatal case during the epidemic. His home was on
Rahway Avenue, where the disease prevails, and where polluted wells were
discovered. Nine cases are in the Elizabeth General Hospital, and House
Physician Whitehead is ill, with symptoms of typhoid." ||
EVANSVILLE, IND.
« Dr. Metcalf, of the Indiana State Board of Health, has been in Evans-
ville to examine into the cause for the prevalence of typhoid fever. There are
one hundred cases of this disease reported by the local physicians. Dr. Met-
calf accepted the opinion shared by the physicians that impure water, more
than anything else, was at fault. Two of the largest sewers empty into the
Ohio River, from which the water supply is taken near the city water-works." **
* Engineering Record, May 11, 1895. § New York Times, Aug. 21, 1894.
f Fire and Water, Sept. 22, 1894. || New York Times, Sept. 2, 1894.
\ New York Times, Aug. 20, 1894. ** Fire and Water, May 11, 1895.
CITATIONS OF TYPHOID FEVER EPIDEMICS. 109
Thirty-five thousand deaths a year in the 'large cities of the
United States are said to be due to typhoid fever alone, a disease
the causes of which are fully understood, and which sanitarians
declare is entirely preventable. The mischief-making germ is
usually taken into the system in drinking-water, which has been
contaminated with dejecta from other victims residing many miles
away. In some cases when there is a typhoid epidemic, the out-
break is traceable to the use of water from a well located near cess-
pools ; in others to the common supply of a town, either a river or
a lake. To guard against pollution, cities should obtain control of
the land around the source of their water supply, and by rigid reg-
ulations insure such purity as sensibly to reduce the death rate.
But where such a stream as the Mississippi, or such a lake as Michi-
gan, is the reliance of any great center of population, precautions
of this sort are obviously impracticable. Hence, measures must be
taken either by individual consumers or municipal authorities to
sterilize the water supply whenever there is occasion for suspicion.*
The difficulty of impressing upon some people the dangers of
a polluted water supply is due to the fact that the drinking of such
water is not followed by instant death, j But where is the sub-
stantial difference between death from an instant cause, and after
two or three or more weeks of wasting fever? The former would
be preferred by most men. Because the drinking of a polluted
water does not kill at once, like a dose of active poison, it is none
the less a poison to some susceptible systems ; and any corporation
which, after the fact of pollution is known, refuses to supply a safe
water when a safe water can be had, or refuses to so deal with the
present water as to render it innocuous to health, is deserving of
the just censure of a suffering public. :f
The following quotation would seem to indicate that this view
of the matter is sometimes taken : —
" Warren, Ohio, won a great victory over the Warren Water Company.
The judgment for $7,621.35, obtained by the company against the city in the
lower court recently, was canceled by the Circuit Court, which held that the
company had not furnished pure water, as bound to do under its contract." §
* New York Weekly Tribune, Oct. 3, 1894. \ See Appendix C.
f Fire and Water, Sept. 22, 1894. § New York Tribune, Nov. 18, 1894.
110 THE PURIFICATION OF WATER.
CHAPTER VIII.
SEDIMENTATION OF POLLUTED WATERS.
EXPERIMENTAL information upon the influence of sedimentation
on the quality of water supplies is rather meager ; although the fact
is well known that sedimentation for even a few hours, with certain
waters, has a marked feect on their appearance, while sedimenta-
tion for great lengths of time, according to Miquel, has wholly
eliminated the evidences of organic matter and bacteria in the
water of the River Seine. It is reasonable to suppose that in due
time all organic matter in a polluted water, contained in a subsid-
ing or impounding reservoir, would be appropriated by the bacteria
of putrefaction and converted into ammonia compounds ; and these,
then acted upon by the nitrifying organisms, and converted into
nitrous and nitric acids, which uniting with the bases, such as lime,
magnesia, soda, potash, etc., in the water, will be precipitated as
insoluble harmless compounds.
Such sedimentation as is really effective in connection with
works of public water supply is probably limited to the precipita-
tion by gravity alone of the suspended matters which give color
to the water, such as sand, clay, and the complex combination of
inorganic and organic matter called "silt" Some chemical and
biologic changes occur in the water during this precipitation of
suspended matter by gravity ; but when the sedimentation is
limited to a few hours or a few days, it is doubtful if any marked
improvement in the quality has taken place.
Some improvement in color of turbid waters will usually take
place within a few hours, unless the color is due to finely divided
peaty substances, but no change in the organic matter or bacterial
contents and species will in most instances occur.
Sedimentation of a character which will really affect^ the hygiene
of water requires great length of time, and should be conducted in
SEDIMENTATION OF POLLUTED WATERS.
Ill
very large deep reservoirs, which precludes an attempt at purifi-
cation of polluted waters by sedimentation alone by most cities.
The following table contains the counts and percentages of re-
duction of bacteria, in the water of the Ohio River, for an interval
of time not exceeding thirty-two days. The Cincinnati tap water,
although pumped to a distributing reservoir, really has no time for
sedimentation before it leaves this reservoir and is used by the
consumers ; while the Covington, Ky., reservoirs are of such ca-
pacity in relation to the daily consumption, that usually there is
about one month's time allowed for subsidence before the water
passes from the reservoirs to the consumers.
REDUCTION OF BACTERIA BY SUBSIDENCE.*
DATE OF
INOCULATION.
DAYS OF
GROWTH ON
GELATIN.
BACTERIA
PER C. C. OF WATER.
PERCENTAGE
OF BACTERIA
IN COVINGTON
WATER.
REDUCTION BY
SEDIMENTATION.
PER CENT.
Cincinnati.
Covington.
1896
Jan. 17,
5
1,472
272
18.50
81.50
" 23,
4
1,599
194
12.13
87.87
" 28,
4
5,002
172
3.39
96.61
" 28,
4|
182
3.59
96.41
Feb. 4,
4|
1,656
53
3.20
96.80
" 4,
6
2,042
56
2.74
97.26
" 8,
n
1,561
63
4.04
95.96
" 11,
*i
1,526
75
4.95
95.05
" 17,
7
684
20
2.92
97.08
" 21,
4
329
26
7.90
92.10
" 21,
7
1,232
112
9.09
90.91
" 26,
3}
1,144
84
7.34
92.66
" 26,
5
1,436
102
7.10
92.90
The numbers of bacteria and percentage of reduction in the
Covington water were at times very gratifying, and indicate what
may be expected in situations where the water can be carried in a
quiescent state in large reservoirs for several months before it is
drawn off for use.
According to Professor Percy Frankland, the average number
of bacteria in the two streams which discharge into the Loch Lin-
thrathen, the source of water supply of Dundee, was 1,240, while
* Report of Engineer Commission on Extension and Betterment of Cincinnati Water
Works, 1896, p. 15.
112
THE PURIFICATION OF WATER.
the average number of bacteria in the water issuing from the lake
was 30, showing a reduction in bacterial contents of the water by
subsidence of 97.6 per cent.
The same authority gives the following results from samples of
water from the West Middlesex Works for 1892 : —
BACTERIA PER C. C. OF WATER.
Thames water at Hampton, 1,437
Same water after passing two storage reservoirs, 177
Showing a reduction of 87.7 per cent in the bacteria by a few days'
subsidence.
In the report of bacterial examinations of the river waters
supplied to London for 1895, Dr. E. Frankland gives the following
data : —
AVERAGE FOR TWELVE MONTHS.
SOURCE OF WATER.
BACTERIA PER
C. C.
PERCENTAGE
OF REDUCTION.
Thames at Hampton,
• 13,646
. . .
Chelsea reservoirs, 13 days' storage,
3,177
76.7
West Middlesex reservoir, 6.3 days' storage,
971
92.9
Lambeth reservoir, 6.4 days' storage,
3,520
74.0
Grand Junction reservoir, short storage,
917
94.0
River Lea, Angel Road,
14,075
. . .
East London reservoirs, 15 days' storage,
6,280
55.4
The reductions above are obtained from natural subsidence,
without the aid of chemicals. The author's experiments with
potash alum and slaked lime, on the suspended matter in the
Ohio River water have given the following results : —
TAP WATER TREATED WITH POTASH ALUM AND SLAKED LIME; SUSPENDED
MATTER ALLOWED TO SUBSIDE DURING 24 HOURS IN ICE-CHEST.
DATE.
KIND OF WATER.
DAYS OF
GROWTH ON
GELATIN.
COLONIES
PER C. C.
OF WATER.
Dec.
<(
<(
11, 1896,
a «
(i «
Plain tap water,
Treated with 2.57 gr. of alum per gal.,
Treated with 3. 74 gr. of slaked lime per gal. ,
4
3
4
11,021
1,674-1,803
55- 59
Reduction by alum (without filtration) per cent, 84.22
Reduction by lime (without filtration) per cent, 99.48
SEDIMENTATION OF POLLUTED WATERS. 113
Another test of the same water, treated with two and a half
milligrams of potash alum to two ounces of water, kept in ice-chest
for forty-eight hours, sample taken without disturbing sediment in
bottle, cultivated on gelatin, gave the following results : —
DATE. DAYS OF GROWTH. COLONIES PER C. C. OF WATER.
December 13, 1896, 4 1,866-2,315
Reduction by alum (without filtration) per cent, 81.04
Hard water from the Colne Valley Water- Works, according to
Professor Percy Frankland, contains 322 bacteria per cubio centi-
meter, and after treatment for reduction of hardness by the Clark
process, with two days' subsidence, contains 4 bacteria per cubic
centimeter, indicating a reduction of the bacterial contents, by the
lime process and two days' sedimentation, of nearly 99 per cent.
Another experiment by the same authority, using the Clark pro-
cess in combination with a mechanical separator in which 4only two
hours were allowed for deposition of the lime, gave the following
results : —
Artesian well water (London) contained 182 bacteria per cubic
centimeter, while the treated water issuing from the mechanical
separator contained 4 bacteria per cubic centimeter, showing a
reduction of nearly 98 per cent in the bacterial contents of the
water.
The following experiments upon assisted subsidence of the
bacteria in water are given by Professor E. Ray Lankester, in his
evidence before the Royal Commission on Metropolitan Water
Supply : * —
EXPERIMENTS SHOWING EFFECT OF SUBSIDENCE OF MUD AND CLAY ON
THE NUMBER OF BACTERIA IN SUSPENSION IN WATER.
1. Three jars, A, B, C, each holding one liter of Oxford tap
water, were taken on June 27, 1892. To A were added and well
stirred in, 25 grams of sterilized kaolin ; to B, similarly 12 grams
of sterilized kaolin ; C was untouched. After 15 hours the kaolin
had completely subsided, and plate cultures were made from each
* Appendix C, p. 456.
114 THE PURIFICATION OF WATER.
jar in order to determine the relative number of bacteria now in
suspension in the water.
From A, 1,200 colonies per c. c. were obtained.
" B, 2,790
" C, 7,040
Repetitions of the experiment yielded similar results, showing
that as much as five-sixths of the bacteria present were carried down
by; the subsiding kaolin, when added in proper quantity.
N 2. On July 7 river mud sterilized by heat (80 degrees C.) was
substituted for kaolin. To one liter jar of Oxford tap water 30
grams of the river mud were added and stirred in, while a second
liter jar of the same water was kept for comparison. The jars
stood undisturbed for 20 hours. The river mud having now com-
pletely subsided, plate cultures of the water in the two jars were
made. That to which nothing had been added showed 55,000
colonies per cubic centimeter, while that to which the river mud
had been added showed only 15,400 colonies.
The experiment with sterilized river mud was repeated on July
26 and 27 with similar results ; viz., a reduction of the bacteria by
subsidence of the mud to the extent of nearly three-fourths.
(These experiments have importance not only for the history of
bacteria in the river normally, but especially for the question of
the storage of flood water. The subsidence of the mud suspended
in such flood water would largely tend to purify the water from
any excess of bacteria.)
3. Experiments on addition of lime to river water. June 18,
1892, two liter jars of river water (Thames, Oxford) were taken ;
to one, 6£ grams of slaked lime were added. After two days, plate
cultivations were made from the water in each jar ; that to which
no lime had been added showed 5,000 colonies ; that to which the
lime had been added showed only 280 colonies per cubic centimeter.
Reduction by lime 94.4 per cent.
A similar experiment with tap water on June 20 gave 120
colonies without lime as against 15 colonies where the lime had
been added.
Reduction by lime 87.50 per cent.
SEDIMENTATION OF POLLUTED WATERS.
116
Alum has a still more remarkable effect than lime on the
bacteria in river water. On the 17th of September two liters of
tap water were taken for comparison. To one (liter) \ gram of
alum was added. After subsidence (i.e., 24 hours) the untouched
water gave (1) 15,130 colonies, while the water to which the alum
had been added gave none at all. On the 26th of September a
similar experiment gave (2) 2,380 colonies in the untouched water,
and 8 in that to which alum had been added.
Reduction by alum (1) = 100.00 per cent.
Reduction by alum (2) = 99.66 per cent.
The alum used by Professor Lankester amounted to 14.60
grains per gallon, which at 1.6 cents per pound would make the
cost of treatment per million U. S. gallons $33.32 for chemicals
alone. No mention is made of the presence of undecomposed alum
in the water, but it cannot be doubted that with such a proportion
of alum a considerable astringency must have been imparted to
the water.
EXPERIMENTS ON THE PRECIPITATION OF THE SUSPENDED MATTER
IN OHIO RIVER WATER.
The data detailed in the table below were collected by Mr.
Edward Flad, C.E., in connection with certain experiments on
sedimentation for the city of Cincinnati, 1889, and indicate that
sedimentation for an interval as short as 40 hours will reduce the
suspended matter by weight nearly 80 per cent.
EXPERIMENTS ON THE PRECIPITATION OF THE SUSPENDED MATTER IN
OHIO RIVER WATER AT CINCINNATI, OHIO.
No. OF
SAMPLE.
DATE, 1889.
HOURS OF
SETTLING.
SILT HELD IN SUSPENSION
PARTS BY WEIGHT PER 1,000.
PERCENTAGE
OF SILT
REMOVED BY
SETTLING.
Before Settling.
After Settling.
4
Jan. 7
42.2
0.3635
0.1225
66.3
2
9
47.0
0.3610
0.1135
68.5
5
11
46.3
0.2350
0.1435
38.9
7
13
48.0
0.1005
0.0490
51.2
8
15
47.1
0.0920
0.0330
64.1
14
17
47.3
0.3900
0.1305
66.5
13
19
46.5
0.1590
. . .
. . .
17
21
48.2
0.2011
0.0932
53.6
26
23
41.5
0.0865
0.0246
71.5
116
THE PURIFICATION OF WATER.
EXPERIMENTS ON PRECIPITATION.- Continued.
No. OF
SAMPLE
DATE, 1889.
HOURS OF
SETTLING.
SILT HELD IN SUSPENSION
PARTS BY WEIGHT PER 1,000.
PERCENTAGE
OF SILT
REMOVED BY
SETTLING.
Before Settling.
After Settling.
24
Jan. 25
30.4
0.0405
0.0540
19
26
40.4
0.0955
0.0220
75.9
29
29
5.3
0.1640
0.0720
56.1
30
29
40.3
0.2235
0.0580
74.0
31
31
30.3
0.2225
0.1098
50.6
33
Feb. 1
41.2
0.3095
0.0720
76.8
34
3
31.5
0.2760
0.0910
67.0
38
4
42.0
0.1900
0.0445
76.5
40
6
28.2
0.1615
0.0615
61.9
43
7
40.3
0.1548
0.0560
63.8
61
9
30.3
0.0555
0.0325
39.6
60
10
40.4
0.0450
0.0220
51.1
44
12*
30.6
0.0415
0.0360
13.2
62
13
41.1
0.0462
0.0188
69.3
67
15
30.2
0.0665
0.0125
81.2
69
16 >
39.4
0.2635
0.0330
85.8
77
18
31.0
0.5425
0.1287
76.3
74
19
40.5
0.5900
0.1085
81.6
75
21
31.5
0.5623
0.1628
71.1
78
22
41.2
0.3780
0.0945
75.0
80
24
29.6
0.3455
0.0855
75.3
83
25
40.3
0.3811
0.0930
75.6
84
27
47.1
0.2940
0.0765
74.0
A review of the data in the table indicates that the greatest
percentage of reduction of the silt accompanies the greatest tur-
bidity of the river water.
Experiments by the author upon the rate of reduction of the
suspended matter in the Ohio River water have given the follow-
ing results : —
SEDIMENTATION OF SUSPENDED MATTER IN OHIO RIVER WATER,
DECEMBER, 1896.
PARTS PER 100,000.
Original amount of matter in suspension, 54.00
Matter in suspension at end of two days, 15.00
Matter in suspension at end of four days, 13.50
. Matter in suspension at end of six days, 12.00
Showing a reduction of 72 per cent of the suspended matter in
two days, 75 per cent in four days, and 77.8 per cent in six days.
The rate of subsidence will depend upon the specific gravity of
SEDIMENTATION OF POLLUTED WATERS.
117
the matter in suspension, and the quiescence of the water under-
going sedimentation. When the specific gravity of the suspended
matter is considerably in excess of one, and the water altogether
at a state of rest, the precipitation will be rapid. Conversely, with
a specific gravity of the suspended matter not much above that of
water, and the water in a state of agitation, the sedimentation will
be slow, and under unfavorable conditions there may be no precipi-
tation by subsidence at all.
The reduction of organic matter in water by subsidence is due
partly to precipitation of matters heavier than water, and partly to
destruction of organic matter in suspension by bacterial action ;
while the reduction of the bacterial contents of water by sedimen-
tation is accomplished partly by precipitation of the bacteria in
contact with the suspended matter, and partly by the natural
decay of the less hardy species of the water bacteria. In the
biologic action which occurs in large bodies of water, the weaker
species of the bacteria, as organic matter, are absorbed by or be-
come food for the stronger species ; and this process of the destruc-
tion of the weaker by the stronger forms goes on until all food
supply is exhausted, whereupon the strongest species 'perish, and
in a manner still to be explained are converted into the harmless
nitrogenous compounds, and as such are precipitated along with
the inorganic matters in suspension in all surface waters.
REDUCTION OF HARDNESS AND BACTERIAL CONTENTS
BY ADDITION OF LIME.
Experiments conducted by Mr. Dibdin,* on the water of the
New River Company furnished the following results : —
DATE.
BEFORE TREATMENT.
AFTER TREATMENT.
PERCENTAGE OF
REDUCTION.
Hardness.
Bacteria.
Hardness.
Bacteria.
Hardness.
Bacteria.
Dec. 16, 1895.
17.4
96
5.4
12
68.4
87.5
Dec. 18, "
17.4
110
5.0
6
71.3
94.5
Dec. 20, "
17.4
60
8.5
16
51.2
73.4
1896.
Analytical Investigations of London Water Supply, London County Council, January,
118 THE PURIFICATION OF WATER.
The lime treatment reduced the red color in the water, by
Lovibond's tintometer, 100 per cent, and the yellow color 35 per
cent. No change was noticed in the "free ammonia" after and
before treatment, while the albuminoid ammonia was reduced 23
per cent. The chlorine was unaffected by the treatment, while the
oxygen absorbed on a four-hour test before and after treatment was
reduced 25 per cent.
The total solids were reduced from an average of 24.3 parts
per 100,000 parts of water before treatment to 11.8 parts after
treatment. In all the tests the water was dosed with 9.4 per cent
of a saturated lime-water. Of these tests Mr. Dibdin says, " It
would therefore seem that by the adoption of the system of soft-
ening, the present supply, in respect to its chemical quality and
bacteria, would be improved to a degree comparable with that of
the Welsh sources." *
Such experience as has been had along the line of reduction of
hardness in water for city supply has revealed the interesting fact,
that the addition of lime to a hard (polluted) water is effective in
the purification of the water, as well as in the reduction of the
hardness, as indicated by the experiments previously noted.
Elaborate appliances for the lime treatment of water are now
being built by several companies abroad, and the author is in-
formed that the Jewell Filter Company of Chicago has built some
apparatus for this purpose for cities in this country.
With reference to the cost of water softening on .a very large
scale, the following information is abstracted from Reports by Mr.
W. J. Dibdin, chemist, and Sir Alex. R. Binnie, engineer, to the
London County Council, on the London Water Supply for 1895.
Considering, according to Mr. Dibdin, the cost of lime alone
for a daily treatment of 200,000,000 imperial gallons, this will
amount to £35,000 or $175,000 per year. Considering the cost
* It is not within the province of this work to discuss projects of water supply ; but it may be
of interest to mention that the Welsh sources with which Mr. Dibdin compares the lime-treated
London water are ably and elaborately presented in a Report by Sir Alexander R. Binnie to the
London County Council, entitled, Available Sources of Water Supply for London, June, 1894.
The development of these sources in Wales will provide a daily supply of 415,000,000 im-
perial gallons, at an estimated cost of nearly $200,000,000, the water to be conducted to the
metropolis through two aqueducts 150 and 176 miles long.
SEDIMENTATION OF POLLUTED WATERS. 119
of lime and all labor, Mr. Binnie puts this at* .£300 to £310 per
million imperial gallons treated daily per year, while the cost of ap-
paratus and buildings for lime treatment, he estimates at .£3,500 to
£4,500 or $20,000 per million imperial gallons treated daily. For
the present daily consumption of water by London (200,000,000
imperial gallons), Mr. Binnie puts the annual cost at £60,000 or
$300,000.
Reducing these figures to our measures and values, the annual
cost for 1,000,000 U. S. gallons treated per day, for a reduction
from a hardness of 17 degrees by Clark's scale to about 5 degrees
for lime alone, according to Mr. Dibdin, becomes 1708.00 ; and
the whole cost of lime and labor, according to Mr. Binnie, will be
$1,270.32, or about ^ cent per 1,000 gallons of water treated.
These figures are based upon the treatment of 240,000,000 U. S.
gallons per day, and this cost would naturally not be applicable to
small quantities of water per diem.
120 THE PURIFICATION OF WATER.
CHAPTER IX.
STERILIZATION OF DRINKING-WATER.*
SEVERAL years ago, in discussing the hygiene of public water
supply, the author took the ground, that, as the proportion of water
used for drinking-purposes was one-half per cent or less of the
whole quantity consumed by the takers from a public source, the
better plan was not to attempt to secure the whole supply of po-
table quality, but to render any water available fit for drinking-
purposes by domestic filtration. Later experience satisfies him
that this plan will not answer for several reasons : —
1. All consumers of a public water supply cannot, or will not,
use domestic filters.
2. There is no domestic filter which is absolutely proof against
the dangers of polluted water.
3. Even if a satisfactory filter was obtainable, it is doubtful if
the average householder would give this the attention
it requires to keep it at all times in condition to act as
a safeguard.
In view of which the conclusion has been reached, that if the
consumer is to have a safe drinking-water, it must come to him in
this condition through the public water mains. In other words,
the matter of purity must be looked after by the municipal corpo-
ration or the water company. The prevalence of typhoid fever in
any city or town having a public water supply is evidence that
the water now generally furnished to consumers is unpotable, and
that municipal corporations and water companies are delivering to
their consumers water containing the specific organism of typhoid
fever.
* A portion of this chapter is abstracted from a paper by the author, read at the Eighth
International Congfess of Hygiene and Demography, Buda-Pest, Austria, September, 1894.
STERILIZATION OF DRINKING-WATER.
It is common for physicians in case of doubt of the purity of a
water supply, to recommend that water for drinking-purposes be
boiled ; but the boiling of water renders it insipid and unpalatable,
and it is claimed by some of the manufacturers of filters that water
deprived of certain of its natural gases and solids in solution (as it
will be by boiling) is not as wholesome as natural waters. The
author has been unable to obtain any reliable information of the
influence on the human system of the salts and gases in solution
in natural waters, and is uncertain whether the continuous use of
boiled water as a beverage will be deleterious. Considering that
filtered and boiled water will be limpid and sterile and deprived of
all toxic properties, and assuming that such water will not be in-
jurious to the system, may not the problem of an absolutely safe
drinking-water finally be solved by combined filtration and distilla-
tion ? If carried out to its legitimate conclusion this would mean
the treatment of a sufficient quantity of water by the municipal
corporation for drinking and culinary purposes, and the delivery of
this to consumers through an independent system of comparatively
small mains. But the expensive apparatus for distillation ; the cost
of duplicating the street mains, even with pipes of small diameter ;
and especially the large annual expense of operation, — might at
first sight seem to prohibit any attempt by this process to purify
water on a large scale.
For the purpose of estimating the probable cost of this method
of water purification for city use, let us take an American city
with a population of 400,000, and allow a daily consumption of
water for all purposes of 40,000,000 U. S. gallons, or 100 gallons
per head of population ; of which quantity it will be assumed
that 2^ per cent, or 1,000,000 gallons per day, is used exclu-
sively for drinking and cooking purposes, including water for the
washing of culinary vessels and apparatus. To sterilize by heat
1,000,000 U. S. gallons of water per day of 24 hours will require
an hourly distillation of 347,100 pounds ; and assuming the average
temperature of the filtered water (or feed water) to the boilers
to be 60° Fahr., and the pressure of distillation to be six pounds
above the atmosphere, then the total heat to be added to each
pound of water will be 1,124 B. T. u.
122 THE PURIFICATION OF WAITER.
If the steam in going from the boilers to the surface con-
densers be made to pass through suitable closed heaters, through
which also the cold water to the boilers is being pumped, then a
part of the heat of the steam will be given up to the feed water,
and a smaller amount of heat will be required from the coal or
other fuel to sterilize a given amount of water, and a smaller ca-
pacity of boilers and surface condensers will be required. Since
the cold water from the niters will be pumped under full boiler
pressure through these closed heaters, it will be possible (if such
heaters are of sufficient capacity) to supply to the water not only
the sensible heat, but a part of the latent heat from the heat in
the steam before it is finally condensed in the surface condensers ;
or of the heat in the sterilized water a large percentage can be
recovered and utilized in heating the filtered water to the boilers,
with a corresponding saving of fuel.
The cost of fuel being the bete notrin the problem of steriliz-
ing by heat the drinking-water for a city, it is desirable that the
facts in connection with the expenditure of fuel be carefully and
fully considered. The rate at which the feed water is pumped to
the boilers being the same as the rate of flow of steam through
the heaters to the condensers, it follows, that, if the heaters were
large enough and sufficient time allowed for the passage of the
steam through them, and there were no losses of heat by radia-
tion, etc., one-half of the heat of the steam would be transferred
to the water on its way to the boilers ; or of the 1,124 heat units
added per pound of water in the boilers, 562 units would be car-
ried back in the feed water. But the recovery of 50 per cent of
the heat assumes an efficiency beyond the reach of ordinary heat-
ing apparatus ; and some allowance must be made for the losses
by conduction and radiation, and by contact of air, which can safely
be put at 10 per cent ; and considering the very slow rate of
transfer of heat when the temperature of the steam (partially con-
densed) and that of the feed water approximate each other, it
will be safe to allow another 10 per cent loss upon account
of time ; from which, as a practical proposition, it is estimated
that of the heat carried off from the boilers by the steam, 30
per cent may be recovered in the feed-water heaters, leaving
STERILIZATION OF DRINKING-WATER. 123
70 per cent to be taken up by the cooling water in the surface
condensers.
It will therefore be necessary to supply to each pound of water
pumped into the boilers 1,124 x .7 = 787 heat units ; and with
coal and boilers showing an efficiency of 11,250 heat units per
pound of fuel, each pound of coal will distill 14.3 pounds of water
at 6 pounds pressure above the atmosphere ; and for the distilla-
tion or sterilization of 347,100 pounds per hour (1,000,000 U. S.
gallons per day), there will be required 291 tons (2,000 pounds)
of coal, or an annual consumption of 106,215 tons.
The boiler capacity to distill this amount of water daily has
been estimated as follows : An ordinary return tubular boiler sup-
plied with water at 60° Fahr., and working at six pounds pressure
above atmosphere, will easily evaporate 3.5 pounds per hour per
square foot of heating surface ; and if the heat required per pound
of water be 787 instead of 1,124 thermal units, then each superfi-
cial foot of heating surface can be expected to evaporate 5 pounds
of water per hour ; and for the evaporation of 347,100 pounds per
hour, there will be required a-u^sm = 69,420 square feet of heat-
ing surface. Allowing 2,000 square feet to each boiler, there will
be required 35 boilers, each 6 feet 6 inches diameter by 18 feet
long, with the proper complement of tubes. The feed-water heat-
ers to heat the filtered water and partially condense the steam from
the boilers have been estimated in the following manner : —
Each square foot of surface, taking the tube in the heater as
-fV inch or less in thickness, will readily transfer 4,000 thermal
units per hour, equivalent to the heating through 337° Fahr. of
12 pounds of water ; and to heat 3-±7£o_o pounds will require
29,000 square feet of heating (or cooling) surface in the heaters ;
or with an allowance of 1,000 square feet of surface to each
heater, there will be required 29 heaters to deal with 1,000,000
gallons of water per day.
Surface condensers constructed with thin brass tubes can be
estimated to condense 15 pounds of steam per square foot of cool-
ing surface per hour ; and if these also are of 1,000 square feet
each, there will be required, to deal with 1,000,000 gallons of water
in 24 hours, 23 such condensers.
124 THE PURIFICATION OF WATER.
The apparatus, therefore, which we have outlined for the sterili-
zation by heat of 1,000,000 U. S. gallons of water per day, consists
in detail of a duplicate filter plant, each half of 1,000,000 gallons
daily capacity ; pumping machinery in duplicate of 1,000,000
gallons daily capacity to take the filtered water and supply it to
the boilers ; steam-boilers to evaporate the water under low pres-
sure ; closed feed-water heaters to cool the steam and heat the
feed water ; surface condensers to condense the steam ; and pump-
ing machinery to take the condensed steam and sterilized water,
and pump it into the mains for distribution to the consumers.
The filters, heaters, and steam-boilers will require buildings for
their protection from the weather, while the condensers may be
exposed to the weather without detriment to their operation or
durability. In addition to the apparatus mentioned, for a city
of the population we have assumed, there will be required about
350 miles of mains of small diameter, to distribute the sterilized
water to the various premises to be supplied.
We are now ready to estimate the cost of constructing and
operating such a plant for water purification : —
COST OF CONSTRUCTION.
Two filter plants, each of 1,000,000 gallons daily
capacity, $15,000.00
Filter-house, 4,000.00
Thirty-five steam-boilers, complete, 63,000.00
Twenty-nine feed-water heaters, complete, 29,000.00
Twenty-three surface condensers, complete, 34,500.00
Boiler-house, 30,000.00
Two sets of pumping machinery, each set of 1,000,000
gallons daily capacity, to supply the filtered water
to the boilers, 9,000.00
Two sets of pumping machinery, each set of 1,000,000
gallons daily capacity, to pump the sterilized water
into the mains, 12,000.00
Pumping-station, 12,000.00
Add for pipes, valves, etc., at sterilizing-station, 20,000.00
350 miles of mains at an average cost of $4,500 per
mile, 1,575,000.00
Total, $1,803,500.00
Cost per capita of population, $4.50.
STERILIZATION OF DRINKING-WATER- 125
FIXED ANNUAL CHARGES.
Interest on cost of construction at 5^>, $90,175.00
Annual payment to sinking-fund to redeem construc-
tion bonds invested at 4^ for 40 years, 18,972.82
Total, $109,147.82
OPERATING EXPENSES.
106,215 tons of coal at $2, $212,430.00
Forty-five men at $2 per day, and five men at $3 per day, 38,325.00
Total annual cost, $359,902.82
Annual cost of operating, and fixed charges per capita, $0.90
Or for filtration and sterilization of the drinking-water for a
city of 400,000 population, the cost per capita per annum cannot
be in excess of $1. Are we prepared to pay this for absolute
immunity from typhoid fever and other water-borne diseases ?
The Yaryan Company of New York has kindly furnished the
author an estimate of cost and operation for a water-sterilizing
plant upon its system, which will be more economical of fuel and
labor than the simple apparatus described. Adopting in our
estimate the figures supplied by this company, the costs are as
follows : -
COST OF CONSTRUCTION.
Filters and filter-house, $ 19,000.00
Yaryan quadruple effect sterilizer, 225,000.00
Boiler-house, 30,000.00
Pumping machinery and station, 33,000.00
Distributing mains, 1,575,000.00
Total, $1,882,000.00
FIXED ANNUAL CHARGES.
Interest and sinking-fund, $113,898.64
OPERATING EXPENSES.
100 tons of coal per day, at $2, for one year, $73,000.00
15 men at $2 per day, and 4 men at $3 per day, 15,330.00
Total annual cost, $202,228.64
Annual cost of operating and fixed charges per capita, $0.50
Or $.0554 per 1,000 gallons, sterilized and delivered.
This scheme for water purification involves, as shown, a sepa-
rate system of small mains to convey the sterilized and filtered
water from the works to the consumers, and requires a separate
126 THE PURIFICATION OF WATER.
service pipe from these mains to bring the water into each prem-
ises, after which, as a measure of hygiene, the use of such water
for drinking and cooking purposes should, if found necessary,
be made compulsory.
It will be noticed that no allowance has been made in the cost
of operating for the cooling water to the surface condensers, because
the 97-98 per cent (or as much of it as may be required) of un-
sterilized water supplied to the city may be made to pass through
the condensers as cooling water without extra cost.
In regard to the figures heretofore given, it is not the purpose
to state with precision all the details of cost of this method of
water purification, but rather to lay down a principle, and let it be
worked out for each particular case. Doubtless in some cities the
cost of construction and operation will be less than has been shown,
while in others, for local reasons, it may be greater. But it is rea-
sonable to claim that sterilized and filtered water can be obtained
in our larger cities within the cost given, or at about one-tenth
cent per gallon ; and the purpose of the approximate figures stated
on the previous page is to show that the cost per unit of volume,
or per capita of population, for absolutely sterile water, is not so
great as to prohibit its use if demanded by the people.
Water such as this process of purification will furnish can
neither be the habitat nor carrier of any kind of bacteria (nor of
the toxalbumins which these may develop) ; and if any organisms
came into it adventitiously, they would perish for lack of food.
One great difficulty in the way of introducing a process for
the sterilization of drinking-water on a large scale in the United
States, lies in the well-known fact that the construction of public
works of any magnitude in most cities is seized upon as a political
advantage by the dominant party ; and the average tax-payer, upon
whom the burden of cost falls, usually views with alarm any prop-
osition to inaugurate an improvement requiring a large outlay of
money, in spite of the fact, perhaps, that his health or that of his
family, and possibly their lives, may depend upon the construction
of such works. In cities, however, like Berlin, Vienna, and St.
Petersburg, which are under imperial control, no difficulty should
be experienced in establishing a process for the sterilization and
STERILIZATION OF DRINKING-WATER.
127
Side Elevation.
Fig. 4-.
Section Showing Circulation.
Fig. 5.
Figs. 3, 4, and 5. Yaryan Apparatus for Sterilizing Water. Quadruple Effect
128 THE PURIFICATION OF WATER.
special distribution of the small percentage of water used for
drinking and culinary purposes whenever the health boards are
ready to recommend it. When this shall be done by these or any
other cities, and the sterilized water is used by all the citizens,
then such cities will be absolutely free from typhoid fever and
other water-borne diseases so far as these may be chargeable to
the local water supply. But no amount of care upon the part of
any city to defend its water supply from pollution, or render it safe
to health as a drinking-water after pollution, can prevent the im-
portation of typhoid fever from some other locality, where the
hygienic regulations for the drinking-water are less rigid, and
where the water contains the typhoid germ. From which we
reason that a system or process for the purification of drinking-
water, to be wholly effective, must be universal in its application ;
but no sanitary improvement, however essential it may be to
health, has been, or ever will be, applied everywhere at one and
the same time. It must have its origin in some city, the effica-
cious results must be shown and published ; whereupon other
cities, towns, and localities will speedily adopt it, and in due time
the benefits of such improvement will be enjoyed by all the civil-
ized people of the earth.
During the World's Fair at Chicago, 1893, all the employees,
numbering nearly 15,000, used sterilized drinking-water, with the
result that so long as this water only was used, no diarrheal
troubles were reported among the men. Upon the few occasions
when for short intervals of time the sterilized drinking-water was
discontinued, intestinal disorders arose ; and where typhoid fever
occurred, it was traced to a disregard of the rules of the Exposi-
tion with reference to drinking-water.*
The sterilization of the water was effected by passing it
through an ordinary feed-water heater, where it was raised to 212°
Fahr., and kept at this temperature for a short time. Analysis of
the water revealed no bacterial life.
According to Surgeon-General Tryon of the United States
Navy,f " It may be stated that the medical officers of the navy
* Proceedings Fourteenth Annual Meeting A. W. W. Association, pp. 22-24.
t Water Supply, Chemical and Sanitary, Wm. P. Mason, New York, 1896, p. 156.
STERILIZATION OF DRINKING-WATER. 129
recognize the great value of distilled water in the improvement in
health that has followed its introduction, particularly in certain
foreign stations."
No one will venture to deny that water properly sterilized by
heat in an ordinary steam-boiler will be absolutely safe for drink-
ing-purposes. All the bacteria or organic matter (in solution)
originally in such water will be wholly destroyed or precipitated
by evaporation under atmospheric pressure in a closed generator ;
and if we accept the proof that water is the carrier or original
cause of typhoid fever, then we are compelled to admit that water
properly sterilized cannot foster or carry the bacillus. With such
water universally used for drinking and cooking purposes, the
typhoid bacillus would perish, and typhoid fever cease to -exist.
With few exceptions, it is vain to look for water wholly safe
for drinking-purposes at its source. Few cities enjoy such water
to-day, otherwise among their inhabitants who use the water ex-
clusively typhoid fever would be unknown ; and doubtless in any
city where the water is of such quality that analysts have pro-
nounced it safe for drinking-purposes, it is being drunk to the
exclusion of any other available water.
The principal objections which have been offered to a double
water supply, whether the water of better quality is improved by
sterilization or filtration, or is naturally of high quality, are : —
1. The better water will not always be used for drinking and
dietetic purposes. Some people will forget the danger
of drinking the unpurified water, and resort to that
which is most convenient, thereby defeating the very
purpose of a double supply.
2. It is urged that many of the poorer people cannot afford
to introduce two kinds of public water into their houses.
3. In many instances the better water will be used for other
than dietetic purposes.
The first of these objections can be overcome by proper edu-
cation and example. The instinct of self-preservation must be
wrought upon, and the natural tendency to take the better of two
things equally attainable may be expected to encourage the use of
130 THE PURIFICATION OF WATER.
the better water for drinking and culinary purposes. The second
objection can be overcome by gentle .compulsion, in the same
manner that other sanitary improvements are carried out by mu-
nicipal corporations at the cost of the property benefited. The
third objection can readily be overcome by metering the purer
water supply, and in cases where such water is freely used about
the premises the cost thereof will be paid by the consumer.
It is probable that now a system of double water supply is
rather too refined for most municipal corporations, but it is possible
that such may be demanded by future generations. Many physi-
cians and hygienists at the present time favor the dual system,
through one branch of which water of the highest quality is to be
delivered for drinking and culinary purposes, while through the
other, water for the coarser uses is supplied to the consumers.
NOTE. — Referring to the Yaryan Apparatus for the sterilization of drinking-water (p. 125),
quite extensive plants on this system have been in operation for several years at Perim and
Kosseir, on the Red Sea, and at Troon, Scotland ; converting from 6,000 to 12,000 gallons of
sea-water into fresh water per day of 24 hours, with an expenditure of about \ pound of coal
per gallon of water distilled, including the water for the boilers, and the fuel for operating the
necessary pumping-machinery.
FILTRATION OF WATER SUPPLIES. 131
CHAPTER X.
FILTRATION OP WATER SUPPLIES.
THE purpose of this chapter is the discussion of devices and
plans for the purification of large volufnes of water for city use,
and is not intended to touch upon the subject of domestic filters.
The author believes that domestic filters, however well designed,
are, in the hands of the users, a delusion and a snare ; and instead
of being a safeguard against water-borne diseases, they really en-
courage the growth of the water bacteria, among which at times
may be pathogenic organisms.
The tests noted in Chapter III., on Bacterial Contents of
Various Waters, is therefore the only reference to domestic filters ;
and these have been included among others of water in and about
the city of Cincinnati.
Continuous sand filtration as practiced in Europe has gone
through an experience of nearly fifty years, and one would suppose
that this length of time should be sufficient to remove the matter
from the domain of experiment and establish it in the domain of
fact. Still, curiously enough, there are some who discuss sand fil-
tration as practiced abroad very much as they do the subject of
air navigation and the mobile perpetuum, — things very interesting
in themselves, but quite impossible of any practical results. This
indifference to the wonderful performance of sand filters in Euro-
pean cities is a bar to the development of works of water purifica-
tion in this country, and is the cause of a large continuous loss of
valuable lives and much physical suffering, eighty to ninety per
cent of which might be averted if artificial works of water purifi-
cation were as largely used in this country as they are abroad.
Some writers in their enthusiasm have declared that sand filters
properly constructed and operated will furnish pure water. This
is a mistake. No filter operated upon a practical basis has ever
132 THE PURIFICATION OF WATER.
furnished pure water ; but the so-called purified water is so much
superior to the unfiltered water that it will meet the practical
requirements of cities and communities to-day, and when the time
is reached that people demand absolutely pure water, methods for
furnishing it will doubtless be forthcoming. For the present, and
as a practical method of water purification, filtration may be re-
garded as entitled to full credit at the hands of city officials and
water-works managers.
Filtration, as the term is defined and generally understood,
consists of an interception or straining out from a fluid such sus-
pended matter as is larger in some dimension than the pores of
the filtering medium. The action is supposed to be purely mechan-
ical, and the efficiency of a filter will be measured by the fineness
or coarseness of the filtering material. The filtration of water,
however, demonstrates that the fineness of the filtering material
(sand) is not exactly a measure of the efficiency, and the finest
or smallest grain of sand does not always give the best results.
This fact, then, would naturally suggest that the straining
action is only a part of the work accomplished by the filter; and in
addition to the interception of certain suspended matters at the
surface of the sand-bed, some other forces are at work to reduce
the suspended matter, including the bacteria, in the water. One
of these forces is now known to be the action of the bacteria
on the organic matter. This is called the biologic action of the
filter.
All the common species of bacteria found in water are sapro-
phytes, and depend for subsistence on dead organic matter. In
fact, the bacteria are chiefly concerned in the destruction of this
organic matter, and its conversion into harmless nitrates. The
action of certain well-known forms of water bacteria upon sloped
agar, is seen to be the production of a film, or expansion so-called,
of its products of vital activity over the surface, and, if possessed
of anaerobic properties, in the body of the agar. This expansion
is indicative of the effect and propagation of the bacteria on the
food material.
The bulk of the suspended matter, including the bacteria in
water, will be intercepted at the surface of the sand. Here the
FILTRATION OF WATER SUPPLIES. 133
process of splitting up the organic matter inio its nitrogenous
and carbonaceous elements is continually going on ; the carbons
going off as carbon dioxides and other gases, and the nitrogenous
matters being converted into nitrous and nitric acids, which in turn
unite with the bases in the water, forming nitrites and nitrates, in
themselves harmless products of bacterial action.
This biologic action of a filter is, after all, its most important
function. The simple straining process of a bed of sand or of
other filtering material, while competent to render turbid water
clear, could have but little effect upon the bacteria, because many
of these are so small in some dimension as to grow through a
sand-bed of almost any practicable fineness. The action of the
organisms in the water on the organic matter results in the pro-
duction of a thin semi-gelatinous film over and around the grains
of sand in the upper layers of a bed, which in due time becomes
so dense as to clog it, and require a high head to force the desired
amount of water through the sand ; whereupon such sand-bed is
temporarily taken out of service, the water drawn down some dis-
tance below the surface, and the upper fraction of an inch of the
sand removed. With the new surface of sand exposed, the filter
is ready for service again.
When the water is drawn off a filter for renewal of the surface
of the sand-bed, two important events occur. One consists of the
paring off of a thin layer of the clogged sand mentioned above ;
and the other of a complete or partial aeration of the sand-bed, by
means of which the nitrifying bacteria in the bed are supplied with
air (oxygen), without which, according to the authorities who have
especially studied these organisms,* the nitrifying bacteria would
soon perish, and their functions in the reduction of nitrogenous
organic matter to nitrous and nitric acids be lost.
All sand filters are therefore intermittent filters. None work
continuously. Each time the water is drawn down below the sur-
face of the sand-bed, there is a partial aeration of the sand; and
when the water is drawn off entirely, during the operation of par-
ing away the upper one-half (£) inch or so of dirty sand, the bed
is rested, as it were, and complete aeration occurs.
* Winogradsky, Warington, Percy Frankland, Dr. E. O. Jordan, and Mrs. Ellen H. Richards.
134 THE PURIFICATION OF WATER.
This upper dirty layer of sand, which contains inorganic mat-
ter intercepted from the water, and the products of vital activity
of the water bacteria, is called the " Schmutzdecke " by Mr. Piefke,
who, the author believes, was the first to point out the manner in
which the semi-gelatinous film was formed, and how it consisted
of intercepted matter in suspension, and organic matter in process
of destruction by bacterial agency.
To one untutored in bacteriologic work, it may be difficult to
understand the action of the bacteria on nutrient matter in water ;
but to bacteriological students it is sufficient to state that in a fil-
ter the action of the bacteria upon suitable food material found in
the water will be like that of bacteria cultivated in sterilized arti-
ficial media. The materials found in water may be more or less
suitable for some of the water bacteria ; and those which find the
organic matter fitted to their needs will flourish on the surface of
a sand-bed, and appropriate to their support such matter as may be
found in suspension or intercepted at or near the surface of the
sand.
It is abundantly proven that the bacteria do not penetrate the
sand-bed to any great depth,* and the surface of the sand where
the interception of suspended matter must occur is also the prin-
cipal seat of operations of the bacteria and other organisms in the
water. The bacteria are not the only forms of life in water, and
some allowance must be made for the destructive action of the
infusoria and other forms of aquatic life upon the organic matter
of which all these forms are themselves a part.
The following diagram and description showing the rate at
which the bacteria grow in the sand-bed from the surface down-
ward, is taken from Mr. Gill's paper on the filters at the Freder-
ickshagen Station of the Berlin Water-Works.
"It has been stated above that the number of bacteria colonies is greatest
at the surface of the sand, and decreases very rapidly in successive layers be-
neath. In Fig. G, 0, .r, z, y, represents the 2-foot deep sand-layer of a filter.
If with 0 as origin, and distances along 0, x, representing depths of sand-layer,
and those along 0, j/, numbers of bacteria colonies per kilogram of sand, the
* The Filtration of the Miiggel Lake Water Supply, Berlin, by Henry Gill, M.I.C.E.,
London, 1895, p. 12.
FILTRATION OF WATER SUPPLIES.
135
60,000,000 bacteria colonies per kilogram of the ripe sarfd be plotted at each
of the depths 0, 4, 8, 12, and 24 inches, the line h, w, parallel to 0, x is arrived
at. The hatched strip 0, x, m, h, then represents the ripe condition of filter
sand after long use, in which condition a powerful water current and attrition
of the grains against each other fail to free them from the bacteria. If now,
with the same abscissae, the 734, 190, 150, 92, and 60 millions be plotted as
ordinates, the curve m, p, q, r, is arrived at. This curve exhibits pictorially
the density of the bacteria colonies in the various layers of a sand filter at the
close of a period of service when it gives the best results."
Surface of Sand Bed
24" Sand Bed
<5and
tnin
i
i
Gravel
Fig. 6. Diagram Showing Accumulation of Bacteria in Sand-Bed.
The "Schmutzdecke," or film of intercepted suspended matter
and products of bacterial action, is a delicate membrane lacking in
consistency, and easily broken by too rapid changes of pressure
(head) on the sand-bed ; and when broken bad results are liable to
follow. The author cannot do better than quote again from Mr.
Gill upon this feature of sand filtration.*
" Since the bacteria are liable to be washed downwards by a stream of
greater force than that which prevailed when they came into contact with the
sand grains, it is of the utmost importance to avoid an increase of speed,
especially a sudden increase. Mechanical arrangements must be adopted to
prevent this, and it must be impossible that any filter in action can in any way
affect the yield of the neighboring filter. The chief cleansing action takes
place in the mud deposit on the surface of the sand, and in the sand immediately
at the surface. In this region the coating of deposit is soft, and with its dense
population requires careful and tender treatment to avoid squeezing out the
bacteria by undue pressure. It is obvious that as soon as an appreciable
* The Filtration of the Miiggel Lake Water Supply, Berlin, by Henry Gill, M.I.C.E.,
London, 1895, p. 12.
136 THE PURIFICATION OF WATER.
deposit has taken place on the sand surface, any increase of ' head ' must be
chiefly caused by the layer of this deposit. If the sand beneath is not abso-
lutely homogeneous, as it cannot be, any increase of pressure may cause a
depression and a tearing of the mud-skin on the less dense parts of the surface
of the sand. Through such a rupture the bacteria are at once washed by the
increased local current which ensues into the sand beneath, and may be carried
through the entire layer. Yet a gradual increase of pressure must of necessity
take place, when the yield is to be constant, in order to overcome the increas-
ing friction of the passage of the water through the filtering medium, in pro-
portion as its insterstices become gradually closed by the deposit. Nor is such
increase, if gradual, injurious, provided certain limits be not exceeded.
Mr. Gill states that the maximum " head " for the Miiggel Lake
filter is 2 feet, but this has been increased in other instances to
5 or 6 feet without an apparent breaking of the surface film on
the sand-bed.
After a filter has been scraped, and refilled with filtered water
from below to the surface of the sand, water should r3e drawn from
the settling-basin onto the filter to the full depth of high-water
mark, and allowed to stand several hours before any flow occurs
from the filter. This interval of rest will be in continuation of the
subsidence of the suspended matter in the water, and will assist in
the formation of a coat of slime over the sand-bed before the flow
is started. After the water has remained at rest for a few hours
over the sand-bed, the flow should be started cautiously, at a low
rate, and gradually increased until the maximum allowable rate has
been attained.
ACTION OF THE INTERMITTENT SAND FILTER.
In the continuous sand filter substantially the whole work of
purification is accomplished at or near the surface of the sand-bed.
The " Schmutzdecke," or dirty cover, which is regarded by foreign
engineers as an essential of proper eand filtration, is not consid-
ered of special importance in the intermittent filter. In this it is
assumed that the organic matter in the water is reduced by the
action of the bacteria in the bed of sand to nitrous and nitric acids,
which unite with the bases in the water, forming insoluble and
harmless nitrites and nitrates; This work is chiefly accomplished
by the nitrifying bacteria, discovered by Winogradsky in the soil
FILTRATION OF WATER SUPPLIES, 137
at Zurich, and by Dr. Jordan and Mrs. Richards in the sewage
at Lawrence, Mass. ; but the ordinary water bacteria are also useful
in breaking up the organic matter in water before it is acted upon
by the nitrifiers.
The intermittent filter receives the water for a number of hours
or days, and then rests for a number of hours or days, until the
water held in the sand-bed has drained away, and the interstitial
spaces are filled with air, when the filter is supplied with water as
before.
Thus, while the action is intermittent from day to day, it other-
wise is continuous in operation, the scraping and cleaning of the
sand being only such as ca» readily be done during the short
intervals of rest.
In the intermittent sand filter the bed of sand for the whole
depth is supposed to act in the work of water purification, while
the upper one-half inch or less of sand is known in the continuous
filter to be concerned in the reduction of the bacterial contents as
well as of other matters held in suspension by the water. The
operation of the Lawrence, Mass., filter, since it was put in regular
service, suggests that there has been some departure from the
original method of use, and that in the days of continual service,
and the resting and scraping of the sand-bed, it conforms mose
nearly than was intended to the method of operation pursued with
sand filters abroad.
By the thorough and frequent aeration of the sand-bed, it is held
by the designer (Mr. Mills) that there will be a "burning up" of
the organic matter intercepted at the surface and in the depth
of the filter, and by proportioning properly the duration of ser-
vice and rest, with a complete draining of the bed each time it is
rested, all organic matter will be consumed. The aeration of the
sand-bed is intended to maintain the vitality of the nitrifying
bacteria, which are the organisms concerned in the final destruc-
tion of the organic matter, and its conversion into nitrites and
nitrates.
It is the theory that the intermittent filter is capable of con-
tinuous renewal by the forces within itself, and the large periodical
expense required to restore the sand-bed of the continuous filter to
138
THE PURIFICATION OF WATER.
its normal condition will be materially reduced. Enough experi-
ence has not been had with this system of filtration to express an
opinion upon its adaptability to other waters than that of the Mer-
rimac River ; but both in the bacterial results and typhoid rates of
Lawrence, since it was put in service four years ago, it seems not
to have attained the high standard of efficiency reached by the
continuous sand filters of Europe.
Any statement heretofore made upon the operation of sand
filters is assumed to be the natural action without the aid of ex-
traneous materials to assist in the precipitation of suspended mat-
ters, or in the formation of a coagulum at the surface of the sand.
Aside from the use of particles of iron in a revolving cylinder
(Anderson process), it is not known that any artificial agency is
relied upon to insure the successful operation of sand filters in
Europe.
From a knowledge of natural filtration as it occurs in the drift,
it is easy to perceive that artificial sand filtration may be made to
accomplish results far superior to natural filtration as it some-
times occurs. Thus the size and uniformity of the sand-grains, the
effective head, and rate of flow through the sand-bed, may be so
proportioned that the resultant filtrate is equal in purity to spring
or deep well water. And this result can be obtained, not seldom,
but at all times, and without regard to the original condition of the
water. Assuming that the typhoid fever death rate is a correct
index of the quality of a public water supply, then it appears that
filtration can produce a water which will rival the purest of natural
waters.
The water of Vienna and Munich is mountain spring water,
not surpassed by any, and equaled by that of few cities of the
world. The typhoid rates by the author's scale (Chapter V.) for
these cities since 1890 have been: —
DEATH RATES FROM TYPHOID FEVER PER 100,000 OF POPULATION LIVING.
YEARS,
1890.
1891.
1892.
1893.
1894.
1895.
1896.
AVERAGE.
Vienna,
9
6
8
7
5
6
5
6.55
Munich,
8
7
8
15
2.5
3
3
5.94
FILTRATION OF WATER SUPPLIES.
139
Omitting the rate for 1893 for Munich, when there appears
to have been an unwarranted increase in the typhoid rates, the
average for the other six years becomes 4.4.
The water of Rotterdam and Berlin is filtered, the first from
the River Maas, and the second from the Rivers Spree and Havel,
both of which have received sewage and surface drainage from
urban and rural territory before the water reaches the intakes of
these works.
DEATH RATES FROM TYPHOID FEVER PER 100,000 OF POPULATION LIVING.
YEARS,
1890.
1891.
1892.
1893.
1894.
1895.
1896.
AVERAGE.
Rotterdam,
6
4
6
5
4.8
2
12
5.7
Berlin,
9
10
8
9
4
5
5
7.14
Note the fact that the death rate for Rotterdam is lower than
for either Vienna or Munich. Note also that the comparison is not
between cities of one country where the consumption of beer and
other beverages is high, and of another country where from mod-
esty, if for no other reason, we must claim that the consumption
of beverages other than water is low.
Aside from the fact of equal quality as shown by comparison
of spring and filtered waters, the theory of sand filtration, properly
studied, leads to the conclusion that water of more uniform quality
can be had from artificial filters than from irregular and scattered
sand-beds as found in the drift, in some of which the size and
irregularity of sand-grain and position of the sand-bed are not cal-
culated for proper filtration. Spring water and well water may be
pure, but we cannot state with assurance how it has been made
pure ; while with filtered water we know how purity, so-called, has
been obtained, and by repeating the process of purification we can
reproduce the quality of filtrate.
The insufficiency of natural filtration through the drift is well
recognized by those who have given the matter serious considera-
tion. Dr. Drown, in the Report of the Massachusetts State Board
of Health for 1891, p. 355, says: —
" Although water badly contaminated with sewage or the wastes of human
life may be purified by thorough nitration so as to be free from organic matter
140 THE PURIFICATION OF WATER.
and bacteria, yet in cases of ground waters of this origin and character we sel-
dom feel complete security that the conditions of perfect filtration will always
exist. A long-continued rainfall, for instance, may result in more rapid filtra-
tion, and consequently less perfect purification ; or the creation of new sources
of contamination nearer the spring may result in its dangerous pollution.
"It is for such reasons that a certain suspicion always attaches to ground
waters which have at any time in their history been seriously polluted. The
use of ground waters, whether springs or wells, in built-up communities, should
therefore be avoided ; for we have no control over the conditions of filtration,
and have no means of knowing (except by constant vigilance in the examina-
tion of the water) when a water hitherto well purified may become injuriously
impure. The danger from the use of ground waters in populous regions in-
creases v/ith the increase of population, and with the nearness of the sources
of pollution to the spring or well."
The methods of water purification which have given such
excellent results in cities of Europe are generally sedimentation
for a few days in large reservoirs, combined with slow filtration
through beds of sand ; and in some situations, like that of Berlin
at Lake Miiggel, where there is usually but little turbidity to the
water, it is at times pumped direct from the lake to the filters.
Sedimentation is accomplished in reservoirs which will hold
from a day to several days' supply. While at a state of rest in
these reservoirs, much of the suspended matter which imparts
color to the water will be precipitated, and form layers of mud on
the bottom and sides of the basin.
While a few days' subsidence of turbid polluted water may
have no large influence upon its quality, it will remove much of
the suspended matter which otherwise will clog a sand filter, and
reduce its term and efficiency of service.
Careful study of the subject of sand filtration has led to the
opinion that it is possible to have the sand so fine and the rate
of filtration so slow that, theoretically, all suspended matter, in-
cluding the bacteria will be arrested on or in the sand-bed. But
this would require enormous areas of filter surface, with limited
commercial efficiency, and the cost of water so obtained would
be prohibitory on a large scale.
In order, however, to approach as nearly as practicable the
ideal condition of filtrate at a reasonable cost, it is desirable that
FILTRATION OF WATER SUPPLIES. 141
all the heavier matter should be removed by subsidence before the
water is put on the filters. Hence the use, in the water-works of
London, Hamburg, and other foreign cities, of subsiding reservoirs
in which the water is stored for several hours or days before the
process of filtration begins.
It is not possible to make a sewage-polluted water fit for
drinking-purposes by subsidence alone, excepting the water is
permitted to remain in a wholly quiescent state in large, deep
reservoirs for many months or years ; a condition altogether im-
practicable for most cities ; while subsidence for a few hours or
days will reduce the suspended matter and silt in most turbid
waters to a state which will admit of the use of comparatively fine
sand in the filters, and rates of delivery higher than the average
of European practice. The Engineer Commission on the Im-
provement of the Water-Works of the city of Cincinnati, proposed
a rest of the Ohio-river water in subsiding reservoirs for four days
before it was drawn off to the filters.
The time allowed for sedimentation before the water is thrown
on the filters varies in different cities, and sometimes is controlled
by financial rather than hygienic considerations. The following
table contains the data upon this subject, from a few of the works
abroad which combine subsidence with filtration : —
TIME ALLOWED FOR SEDIMENTATION.
LONDON,
Chelsea Works,
12.0 days.
West Middlesex,
5.6 «
Southwark,
4.1 «
Grand Junction,
3.3 «
Lambeth,
6.0 «
New River,
4.4 «
East London,
15.0 «
HAMBURG,
19-30 hours.
ROTTERDAM,
24 «
BERLIN, Frederickshagen Works, 24 «
The views of English engineers at present distinctly favor sed-
imentation of surface waters previous to filtration ; and the new
works proposed by Sir A. R. Binnie for the supply of London,
notwithstanding the water impounded from the Welsh sources is
142 THE PURIFICATION OF WATER.
naturally of very high quality, contemplates nitration of this water
before it is distributed to the consumers.
In his report on the new sources of supply proposed for
London, Mr. Binnie says : —
" Although it will be seen from the chemist's analyses of the water of the
Usk, the Yrfon, the Towy, the Wye, etc., that the waters in their natural state
are of greater purity and contain less solid matter than the London water
after nitration, and although these waters will be stored and be subjected to
subsidence in the large reservoirs which I have described, and in some cases
will be decanted or drawn off from one reservoir into another, yet I consider
that when all precautions are taken, the water should be filtered before deliv-
ering to the consumer."
According to certain principles formulated by the Imperial
Board of Health, Berlin (1893), the rate of nitration should not
exceed 4 inches vertical .per hour, or 8 feet per day, which corre-
sponds to a daily rate per acre of 2,606,630 U. S. gallons. From
some experiments by the late Mr. W. Kiimmel, engineer of the
Altona, Germany, Water- Works,* at rates of filtration of 4, 8, and
16 feet vertical per day, he obtained the best bacterial results from
the higher rates, as indicated by the following table : —
1,303,315 U. S. gallons per acre per day = 11 to 97 colonies per c. c.
2,606,630 « « « = 5 to 79
5,213,260 « « " = 7 to 72 «
Mr. Kiimmel did not regard 8 feet per day as "beyond doubt
the maximum of safe filtration;" he thought though, that "the
danger of a trespassing pathogenic organism is much more unlikely
at the lower than at the higher rates, and that the best velocity
was not the same for all waters." He felt confident "that the
difference in the mineral, vegetable, and animal admixtures is of
high importance in this question," and that we should endeavor to
ascertain the best rate for each separate water and water-works.
From the latest published Annual Report of the Massachusetts
State Board of Health (1895), the following notes from the exper-
imental filters at the Lawrence station are taken : —
* Transactions American Society of Civil Engineers, vol. xxx., p. 333.
FILTRATION OF WATER SUPPLIES.
143
INTERMITTENT SAND FILTERS.
AVERAGE
RATE OF FILTRATION.
BACTERIA
BACTERIA
PERCENTAGE OF
GALLONS PER ACRE PER DAY.
PER C. C. IN
PER C. C. IN
BACTERIA
RIVER WATER.
FILTRATE.
REMOVED.
2,000,000
11,600
29
99.75
2,500,000 to 5,000,000
16,300
137
99.16
5,000,000 to 7,000,000
11,600
72
99.38
CONTINUOUS SAND FILTERS.
AVERAGE
AVERAGE
RATE OF FILTRATION.
BACTERIA
BACTERIA
PERCENTAGE OF
GALLONS PER ACRE PER DAY.
PER C. C. IN
PER C. C. IN
BACTERIA
RIVER WATER.
FILTRATE.
REMOVED.
1,000,000 to 2,500,000
13,950
72
99.49
2,500,000 to 5,000,000
18,220
273
98.56
5,000,000 to 7,000,000
11,600
73
99.37
7,000,000 to 10,000,000
16,500
130
99.22
The average results given in the table were obtained with sands
varying in " effective size" from 0.14 to 0.48 mm., and "uniform-
ity coefficient " from 1.6 to 3.7, while the thickness of sand-bed
varied from 60 to 7 inches. Considering the efficiencies of the
filters with sand-beds not less than 48 inches in thickness, the 5
intermittent filters for rates of filtration from 2,000,000 to 6,600,-
000 gallons per acre per day gave an average bacterial reduction
of 99.32 per cent, while the 8 continuous filters for rates of filtra-
tion from 2,000,000 gallons to 8,200,000 gallons per acre per day
gave an average bacterial reduction of 99.32 per cent.*
The influence of rate of filtration on the organic matter and
bacterial contents of the Zurich filtered water is shown by Dr. A.
Bertschinger of the Municipal Laboratory of Zurich, in the follow-
ing table : —
CHEMICAL QUANTITIES
RATE OF FILTRATION PER ACRE PER DAY IN U. S. GALLONS.
FILTERED WATER.
4,356,000.
5,227,200.
8,712,000.
16,262,400.
21,489,600.
Organic matter,
1.65
1.69
1.70
1.70
2.02
Free ammonia,
0.0007
0.0008
0.0004
0.0004
0.0006
Albuminoid ammonia,
0.0028
0.0027
0.0027
0.0027
0.0037
Bacteria per c. c. in filtrate,
20
31
22
15
18
* Twenty- seventh Annual Report Massachusetts State Board of Health, p. 505.
144
THE PURIFICATION OF WATER.
Commenting on these results, Mr. Preller * says (adapting his
figures to U. S. gallons and rates per acre per day) : —
" These results show, therefore, that, provided the filter-beds are in efficient
working order, neither the chemical nor the bacteriological purity of the filtered
water is impaired by increasing the rate of percolation from 5,953,200 to
16,262,400 U. S. gallons per acre per day, a fact which is at variance with the
view advanced elsewhere, that the mean rate of percolation for sand-filters
should be limited to 3,194,400 U. S. gallons per acre per day."
According to Mr. Schroder, the number of bacteria in the un-
filtered Elbe water at Hamburg ranges from 800 to 3,000, while
the filtered water seldom contains above 30 colonies per cubic
centimeter, and at times is as low as 20 colonies per cubic cen-
timeter, showing a reduction of 97.5 to 99.0 per cent in the
bacterial contents of the raw water.
The following tables from Dr. E. Frankland's f bacterial an-
alysis of the water supplied by the London companies from the
Rivers Thames and Lea, are very interesting when viewed from
the standpoint of artificial water purification upon a large scale.
COMPANIES WHICH TAKE WATER FROM THE RIVER THAMES.
CHELSEA WATER COMPANY.
BACTERIA PER C. C. OF WATER.
MONTH.
UNFILTERED
WATER.
AFTER 12 DAYS'
STORAGE.
AFTER
FILTRATION.
January,
11,560
1,360
20
February,
26,800
460
44
March,
18,000
240
28
April,
7,520
Lost.
4
May,
2,060
140
24
June,
6,760
1,150
178
July,
2,220
420
20
August,
1,740
200
18
September,
4,300
140
2
October,
39,760
340
8
November,
8,560
280
12
December,
160,000
854
55
Average,
24,107
508
34
Average percentage of reduction by subsidence, 97.85
Average percentage of reduction by subsidence and filtration, 99.86
* Zurich Water Works, C. P. Du R. Preller, London, 1892, p. 26.
t Annual Summary of Vital Statistics, London, 1896, p. Ixxiv., et seq.
FILTRATION OF WATER SUPPLIES.
145
WEST MIDDLESEX COMPANY.
BACTERIA PER C. C. OF WATER.
MONTH.
UNFILTERED
WATER.
AFTER 5.6 DAYS'
STORAGE.
AFTER
FILTRATION.
January,
11,560
3,460
44
February,
26,800
1,820
16
March,
18,000
2,340
24
April,
7,520
720
20
May,
2,060
280
4
June,
. 6,760
1,000
301
July,
2,220
680
8
August,
1,740
300
6
September,
4,300
120
14
October,
39,760
740
30
November,
8,560
5,520
25
December,
160,000
26,760
120
Average,
24,107
3,605
si
Average percentage of reduction by subsidence, 85.05
Average. percentage of reduction by subsidence and nitration, 99.79
SOUTHWARK AND VAUXHALL COMPANY.
BACTERIA PER C. C. OF WATER.
MONTH.
UNFILTERED
WATER.
AFTER 4.1 DAYS'
STORAC.E.
AFTER
FILTRATION.
January,
11,560
. .
32
February,
26,800
234
March,
18,000
. .
102
April,
7,520
. .
1,116
May,
2,060
36
June,
6,760
. .
24
July,
2,220
. .
188
August,
1,740
. .
12
September,
4,300
. .
68
October,
39,760
. .
16
November,
8,560
142
December,
160,000
920
8,020
Average,
24,107
832.5
Average percentage of reduction by filtration alone,
96.55
146
THE PURIFICAl^ION OF WATER.
GRAND JUNCTION COMPANY.
BACTERIA PER C. C. OF WATER.
MONTH.
UNFILTERED
WATER.
AFTER 3.3 DAYS'
STORAGE.
AFTER
FILTRATION'.
January,
11,560
290
28
February,
26,800
400
83
March,
18,000
380
97
April,
7,520
1,110
112
May,
2,060
540
56
June,
6,760
567
376
My,
2,220
410
32
August,
1,740
510
21
September,
4,300
360
63
October,
39,760
740
49
November,
8,560
1,580
110
December,
160.000
38,000
1,106
Average,
24,107
3,741
178
Average percentage of reduction by subsidence, 84.48
Average percentage of reduction by subsidence and filtration, 99.20
LAMBETH COMPANY.
BACTERIA PER C. C. OF WATER.
MONTH.
UNFILTERED
WATER.
AFTER 6.0 DAYS'
STORAGE.
AFTER
FILTRATION.
January,
11,560
6,560
56
February,
26,800
13,380
56
March,
18,000
5,120
40
April,
7,520
5,340
12
May,
2,060
1,080
8
June,
6,760
1,280
130
July,
2,220
1,340
20
August,
1,740
600
60
September,
4,300
1,080
30
October,
39,760
4,660
12
November,
8,560
2,920
24
December,
160,000
56,000
116
Average,
24,107
8,280
47
Average percentage of reduction by subsidence, 65.65
Average percentage of reduction by subsidence and filtration, 99.81
FILTRATION OF WATER SUPPLIES.
147
COMPANIES WHICH TAKE WATER FROM THE fclVER LEA.
NEW RIVER COMPANY.
BACTERIA PER C. C. OF WATER.
MONTH.
UNFILTEKED
WATER.
AFTER 4.4 DAYS"
STORAGE.
AFTER
FILTRATION.
January,
2,510
1,040
31
February,
2,080
1,580
31
March,
4,240
1,820
11
April,
1,340
500
4
May,
1,340
300
7
June,
1,640
420
17
J«iy,
1,500
480
12
August,
840
340
67
September,
2,540
600
16
October,
4,400
820
7
November,
3,200
4,880
69
December,
14,540
7,480
266
Average,
3,347
1,693
45
Average percentage of reduction by subsidence, 49.42
Average percentage of reduction by subsidence and filtration, 98.65
EAST LONDON COMPANY.
BACTERIA PER C. C. OF WATER.
MONTH.
UNFILTERED
WATER.
AFTER 15 DAYS'
STORAGE.
AFTER
FILTRATION.
January,
6,720
3,140
68
February,
7,880
1,600
69
March,
20,640
1,460
49
April,
Lost.
Lost.
52
May,
8,180
1,180
81
June,
11,720
2,340
208
July,
2,680
1,520
43
August,
6,020
2,140
68
September,
32,000
2,160
41
October,
12,220
1,460
53
November,
10,880
3,200
62
December,
80,000
13,420
145
Average,
18,085
3,056
78
Average percentage of reduction by subsidence, 83.10
Average percentage of reduction by subsidence and filtration, 99.56
148
THE PURIFICATION OF WATER.
PERCENTAGE OF BACTERIA REMOVED.
WATER COMPANY.
No. OF DAYS OF
SUBSIDENCE.
BY
SUBSIDENCE.
BY SUBSIDENCE
AND FILTRATION.
Grand Junction,
3.3
84.48
99.26
New River,
4.4
49.42
98.65
West Middlesex,
5.6
85.05
99.79
Lambeth,
6.0
65.65
99.81
Chelsea,
12,0
97.85
99.86
East London,
15.0
83.10
99.56
Southwark and
Percentage of Bacteria removed by Fil-
Vauxhall,
. tration without Subsidence.
96.55
The preceding tables have been given in some detail in order
to discuss the numbers of bacteria in the water after filtration.
The first observation which one will naturally make is the extreme
variation of results for different months by the same company,
and for the same months by the different companies. Keeping in
view the London standard of bacterial contents of potable water,
— i.e., 100 colonies per cubic centimeter, — it appears that all of
the companies complied with the standard for the month of Janu-
ary. Only one of the seven companies (Southwark) failed to
comply with the required standard for February ; and only one
company, the Southwark again, failed to bring the bacterial con-
tents of the filtrate within the prescribed limit for the month of
March.
The record of the Southwark Company indicates very bad
work for several months, and as an average for the year, and is
to be accounted for only upon the ground of insufficient filter
capacity, or gross negligence in the manipulation of the filters.
Once only did the Chelsea and New River Companies, and twice
only during the year did the West Middlesex, Lambeth, and East
London Companies pass the bacterial limit, while the work of the
Southwark and Grand Junction Companies for the year was gen-
erally very poor.
With the exception of the Chelsea Company, the work of the
filters for December was not up to the standard of London water.
Referring to the Chelsea Company, and omitting the bad work of
the filters for June, the average for the other eleven months was
FILTRATION OF WATER SUPPLIES. 149
21.4 bacteria per cubic centimeter, of filtered water, at times fall-
ing so low as 2 and never exceeding 55. Neglecting the bad work
of the West Middlesex filters for the months of June and Decem-
ber, the average for the other ten months was 19.1, the lowest
count being 4, and the highest count 44 bacteria per cubic centi-
meter.
An examination of all the tables reveals the fact that four of
the companies at times brought the bacterial condition of the water
down to 8 or less per cubic centimeter of the filtrate, and since
these very encouraging exhibits do not always occur simultane-
ously by months, it must be credited to management of the filters
or favorable company conditions, rather than to conditions prevail-
ing in the unfiltered waters.
It is apparent from the tables that the performance of the
filters of the London works for the winter months is in some
instances very unsatisfactory, and this must be due to a cause
which is susceptible of remedy. If it is chargeable to uncovered
filters, then covering should be resorted to. But the Hamburg
authorities assure the author that they have been able with un-
covered filters, and by an ingenious device for scraping the sand
under the ice-cake (see Fig. 26) which forms in their climate, to
keep the bacteria in the filtered water down to 30 per cubic cen-
timeter. It is well known that the winters are more rigorous
in Hamburg than in London ; and if it be possible to satisfy the
hygienic requirements in Hamburg during the winter, it surely
should be possible to do so in London.
It will also be noticed that the low bacterial counts in the
filtrate do not always follow the lower counts in the unfiltered
river water ; thus, the Chelsea filters were successful in reducing
the number of bacteria in the water to 4 per cubic centimeter
with 7,520, and to 2 per cubic centimeter with 4,300 in the ap-
plied water ; when with only 1,740 and 2,220 colonies in the river
water, the bacteria in the filtrate rose to 18 and 20 per cubic cen-
timeter.
For the West Middlesex Company the conditions seem to
change somewhat, the lower counts of bacteria in the river water
being followed by lower counts in the filtrate. This is not always
150 THE PURIFICATION OF WATER.
true, even for this company : for with 26,800 bacteria per cubic
centimeter in the river water, the bacteria in the filtrate were as
low as 16 per cubic centimeter ; while with only 4,300 in the river
water, the bacteria in the filtrate were 14 per cubic centimeter of
the water. The cause of these variations and apparent vagaries
may be found in the relative condition of the filters in service
during the respective months. If the bacterial examinations hap-
pened shortly after one or more filters had been cleaned, the
counts in the filtrates might be relatively high ; while if the ex-
amination had just preceded the cleaning of a filter, the count
might be relatively low.
Aside from the poor work accomplished at times by the Lon-
don filters, it is manifest that filtration, properly conducted, can
produce remarkable changes in the bacterial contents and quality
of sewage-polluted waters. The general results as shown by the
tables indicate marvelous possibilities which can be attained by
filtration under a rigorous discipline upon the part of the health
authorities, and a proper accountability upon the part of the water
companies.
Failure to attain a low bacterial condition of the filtrate, as we
have seen, is not due to the weather, nor to the bacterial con-
tents of the unfiltered water, but to causes which an inflexible
regimen would speedily remove. A review of the seven water-
works of London which take their supply from rivers would be
unfair if it failed to state the fact that these companies were
hard pressed at times to secure the required quantity of water ;
and it is doubtless true, that if the supply of water from the
Thames and River Lea was at all times ample, and not a matter
of grave concern, the English engineers would undertake to sup-
ply a filtrate which should never exceed the prescribed standard
of bacterial contents, and usually be lower than that of average
spring waters.
The diagram on page 151 contains, to uniform scale, (1) the
depth or thickness of finer sand-bed ; (2) the rate in imperial
gallons per acre per day ; and (3) the percentage of bacteria in the
applied water removed by filtration, — for each of the seven Lon-
don companies which filter their water supplies. The solid black
FILTRATION OF WATER SUPPLIES.
151
surfaces show the thickness of sand-beds ; the finely hatched sur-
faces show the rate of nitration per acre per day ; and the coarsely
hatched surfaces the percentage of bacterial efficiency. The ordi-
nates originate at a common zero plane.
152
THE PURIFICATION OF WATER.
The following very interesting table is taken from Mr. F. A.
Meyer's paper* on the Hamburg Water-Works (p. 23) : —
NO. OF BACTERIA PER C. C. OF WATER AT VARIOUS POINTS OF THK
HAMBURG WATER-WORKS.
SOURCE OF SAMPLE.
BACTERIA PER C. C.
OF WATER.
Dec. 23, 1893
Jan. 17, 1894
New intake from River Elbe, Billwarder Island,
1,665
1,953
From settling-basins,
674
1,031
From main conduit to filters, " "
909
1,053
Unfiltered water from Filter No. 1, Kalte Hofe,
818
. .
" " " No. 3, "
1,094
" No. 19,
782
" No. 20,
. .
1,061
Filtered water from Filter No. 1, "
18
. .
" No. 2,
. .
33
" " " No. 3, "
. .
31
" " " No. 4, "
8
. .
" " " No. 5, "
18
. .
" " " No. 6, "
.
21
« « « No> 7^
7
" " " No. 8, "
. .
35
" " " No. 11,
33
28
" " " No. 12, "
45
30
" No. 15,
. .
. .
" No. 16,
24
16
" " " No. 17, "
29
14
" No. 18,
7
4
" No. 19,
11
9
" «' " No. 20, "
. .
18
" No. 21, "
. .
" " " No. 22, t "
. .
. .
From the new main collecting channel, "
19
17
tt « 01(J <t « « tt
23
26
From siphons to the clear-water basin, Rothenburgsort,
25
23
From clear-water basin, "
31
24
From pumping-well,
28
40
From tap in the Hygienic Institute, Hamburg,
97
85
From tap at No. 25 Gunther Street, "
94
69
NOTE. — Where no numbers of bacteria are given, the filters were not in service on the day
the test was made.
* Chapter XIII.
f The plan of the works at Hamburg contemplates twenty-two filters, of which Filters
Nos. 9, 10, 13, and 14 are to be constructed.
FILTRATION OF WATER SUPPLIES. 153
The average for the 10 filters in service f)ec. 23, 1893, was
20 bacteria per cubic centimeter, while for the 11 filters in ser-
vice Jan. 17, 1894, the average was 22 bacteria per cubic centi-
meter in the filtered water, a reduction of 98.8 to 98.9 per cent of
the bacteria in the river water.
The increase in numbers from the filters to the taps at the
Institute of Hygiene, and on Gunther Street in the city, is not
in accord with the experience at Lawrence, Mass.,* where the
numbers of bacteria are generally found to be less as the water
passes from the clear-well of the filter to the service taps in the
city.
LAWRENCE, MASS. CITY FILTER.
BACTERIA PER C. C. AVERAGES FOR 1895.
OUTLET OF
MERRIMAC EFFLUENT DISTRIBUTING TAP AT TAP AT
RIVER WATER. FROM FILTER. RESERVOIR. CITY HALL. EXPERIMENT STATION.
10,666 122 122 84 77
From daily bacterial examinations for the six months ending
April 30, 1896, the following averages are given : f —
LAWRENCE, MASS. CITY FILTER.
BACTERIA PER C. C. OF WATER.
OUTLET OF
MERRIMAC EFFLUENT DISTRIBUTING TAP AT TAP AT
RIVER WATER. FROM FILTER. RESERVOIR. CITY HALL. EXPERIMENT STATION.
7,533 134 119 86 85
The Hamburg filters were started in operation five months
before the Lawrence filter, and the influence of the better water
on the bacteria in the street mains should be no less in the former
than in the latter city. Such information as has come to the
author on this subject indicates that within a period of three
months or less, the regimen of the purified water is fully estab-
lished in the street mains and service pipes, and neglecting the
influence of a possible higher temperature of the water in the ser-
vice pipes than in the clear-well of the filters, the former should
show fewer bacteria than the freshly filtered water. The Law-
* Twenty-seventh Annual Report Massachusetts State Board of Health, p. 573, et seq.
t Ibid., p. 581.
154 THE PURIFICATION OF WATER.
rence experience is in accord with this theory, and the author's
investigations along this line generally indicate that with filtered
water in pipes, and therefore not exposed to light and air, nor to
increased temperature, the bacteria diminish in numbers per cubic
centimeter after the water leaves the filters.
DOUBLE FILTRATION.
During the investigation by the Royal Commission on Metro-
politan Water Supply, it was suggested by Dr. E. Frankland,*
that the quality of the London river waters might be improved by
a second or double filtration. At first sight this proposition looks
very favorable, and if the operation of a sand filter was the same
as that of a fine strainer it would doubtless improve the quality
of the water by passing it successively through two or more filters
of diminishing sizes of sand ; but considering the action of a filter
in the removal of bacteria from water as a biological process, then
double filtration might yield a poorer filtrate than single filtration.
The formation of the gelatinous film on the surface of the
sand, and the closing of the pores, is hastened by, and, in fact, is
partly due to the deposition of the suspended organic matter in
the water. In the process of double filtration this organic matter
would be almost wholly arrested upon the first filter, leaving a
small amount of material in the water from which to form the
film on the second filter, and the partially purified water would in
all probability pass through the latter with little improvement in
quality. A preliminary filtration through a thin bed of coarse
sand, which would intercept the larger and heavier suspended
matters, might be of advantage in some instances, but as a rule,
double filtration cannot be regarded as the proper remedy for
unsatisfactory single filtration.
The biologic work of a plain sand filter has been so well
established that any proposition which inferentially rejects this
theory of action should be very carefully considered before it is
adopted in practice.
The film at the surface of the sand-bed consists partly of the
* Minutes of Evidence, p. 482, et seq.
FILTRATION OF WATER SUPPLIES. 155
intercepted suspended matters, and partly of the products of bac-
terial action on the suspended organic matter in the water, and
this film in due time becomes in itself a very fine strainer, retain-
ing thus at the top of the sand-bed the food for support of bacte-
rial life ; and double filtration, to be successful, must contemplate
a free passage of much of the food material and bacteria through
the sand-bed of the first filter, to form the film on the sand of the
second filter.
The author would gauge the performance of a filter by its prac-
tical results, and practical results are to be found in the influence
of the water upon the typhoid fever rates of the city supplied from
such filter. It matters not how much the bacteria are reduced in
percentage of the applied water, or how far nitrogenous organic mat-
ter has been advanced towards nitrous and nitric acids, if the ty-
phoid fever rates have not been lowered. But with a reduction of
the bacteria, and conversion of organic matter into harmless com-
pounds, there ought to be a reduction in the typhoid fever rates.
That it should be so none will deny. But since the reduction of
the typhoid fever rates is what we are aiming at, why not make
this the measure of efficiency, and let the standard of operation of
filters be based upon the percentage reduction of case and death
rates, — or better still, let the contracts and performance be based
upon a given death rate from typhoid fever, which shall follow the
use of such filtered water?
This is the practical result which cities desire, and for which,
when men are found with sufficient confidence, combined with
knowledge, to pledge such results, the author believes they are
willing to pay. It is all very well to point to a reduction of 99.9
per cent of the bacterial contents, and to the great chemical changes
which have taken place in the water while passing through the
filter ; but these are only steps in the journey, the end being the
reduction of the typhoid rates.
If the register of vital statistics shows a reduction by the use
of filtered water from 40 to 8 per 100,000 of population, or a per-
centage reduction of 80 in the typhoid rates, what need we care
about the degree of bacterial and chemical changes ? Here we have
156 THE PURIFICATION OF WATER.
something tangible, something that the people, as well as the bacte-
riologist and chemist, can grasp, and appreciate at its full value.
INFLUENCE OF STORAGE ON FILTERED WATERS.
With reference to the time which water may be carried in sto-
rage after filtration, this will depend to some extent upon the origi-
nal source of the water. Surface waters always exposed to light
will be less affected by the growths of flora and fauna than ground
waters. No water, whether pure or purified, will be so destitute of
organic matter and bacteria as to no longer furnish the material
for further algous and bacterial development. But if, among the
forms of bacterial life in stored waters, there are none of the patho-
genic species, and in the organic matter in process of destruction
there are no ptomains, no objection from the standpoint of hy-
giene can possibly be raised to the processes which may be going
on in stored water.
The experience abroad universally favors the covering of sto-
rage or service reservoirs for filtered water. Whether this precau-
tion is absolutely necessary in all cases has not been shown as the
result of carefully conducted investigations, and it is possible that
certain waters can be filtered and carried without injury to quality
in open reservoirs for many days. Iron, lime, sulphur, and other
salts in solution in waters, favor the growth of some species of
vegetable life ; and the nature of the dissolved mineral substances
in water doubtless has a strong influence on its quality, if carried
in storage after filtration.
It is stated in connection with the Anderson Iron Purifiers at
Paris, that the water from these is carried for nearly three weeks
in covered reservoirs without change in bacterial contents, color,
taste, or odor. Upon the contrary, the water from the Lawrence,
Mass., filter is pumped to an open distributing reservoir ; and the
only cause of complaint which the author has noticed in the
Annual Reports since the filter was started in service has been
the formation of ice on the reservoir and filter. The reservoir,
when filled to a depth of 25 feet, has a water surface 694 by 375
feet, contains 40,000,000 gallons, and represents about 13 days'
FILTRATION OF WATER SUPP
157
0 ' •
storage. It consists of two equal compartments, and the water is
delivered to either or both divisions of the reservoir at will.
The experience at Quincy, 111., with stored filtered water, is
very different from that at Lawrence, Mass. At the former place,
since filtration has been practiced, during the summer months
"there is a vegetable growth of a mossy character which some
seasons imparts a fishy or woody taste to the water and other
seasons does not." At Quincy mechanical filtration with alum
is resorted to, while Lawrence depends upon plain sand filtration.
(The author is not aware of any investigations upon the influence
of undecomposed alum in water on certain species of plant life, and
it is possible when these are made, they may show that plants
having a strong affinity for potash or sulphur, will flourish in water
purified with alum.) The reservoir at Quincy has an available
water depth of 22 feet, a water surface of 350 by 250 feet, and
contains 18,000,000 gallons. The average daily consumption dur-
ing 1896 was 1,261,900 gallons, and the reservoir contains at the
present time about 14 days' supply.
By Act of Parliament, 1855, the water companies of London
were required to cover all distributing reservoirs which received
filtered water within a radius of five miles from St. Paul's ; and
according to the statistics of the London works for 1893, the
aggregate capacity of these reservoirs represented about four-
fifths of the average daily consumption, or 20 hours' supply. At
Berlin, Hamburg, and other cities of continental Europe, which,
like London, use filtered waters, the distributing reservoirs are
of small relative dimensions, and not intended for storage, but to
compensate for the varying rates of consumption during the day.
158 THE PURIFICATION OF WATER.
CHAPTER XI.
TYPES OP SAND FILTERS.
SAND FILTERS may be classed as of four types : —
1. The so-called continuous filters of European practice, as
designed by Mr. James Simpson of the Chelsea and
Lambeth Water- Works.
2. The intermittent filter, as designed by Mr. Hiram F. Mills,
C. E., for the water-works of Lawrence, Mass.
3. Natural filtration into collecting galleries, as illustrated in
the water-works of Lyons and Angers, France, and in
some cities of this country.
4. Mechanical filters, in which the sand-bed is restored to its
normal condition by washing, without removal from the
filter.
In situations where artificial filters are to be covered, there will
be a saving in space by constructing the walls of masonry backed
by puddle, as shown by Fig. 8 ; but with open filters, such as
are used in London and Hamburg, certain advantages are to be
had from the sloped walls, as shown by Fig. 13 (Chapter XIIL).
Where filters are liable to be covered with an ice-cake, and the
method of sand cleaning under the ice as practiced at Hamburg is
adopted (Fig. 26), then a sloped inside wall is absolutely essential
to the proper operation of this apparatus. The continuous filter is
usually rectangular in plan ; but this is varied to suit the location,
some of the London filters being circular. So far as form affects
filtration, the beds may take any of the regular shapes in plan ; but
for convenience of scraping and removing the sand, the rectangular
form is to be preferred. Regulating devices to limit the head on
a filter are regarded now as essential features of such works, in
order to remove as far as possible from the attendants the power
TYPES OF SAND FILTERS.
159
to seriously interfere with the regularity of operation of a filter.
These regulating devices generally consist of floats which rise and
Section of Gathering Drain.
Fig. 8. St. Louis Water-Works. Details of Filters.
fall with the water in the inlet and outlet wells, actuating large
balanced valves which are automatically raised and lowered to
admit more or less water through the passages.
160 THE PURIFICATION OF WATER.
In cases where automatic regulators are lacking, sliding weirs
and valves or gates, adjustable by hand, under intelligent super-
vision, will accomplish the same results. In order that the effective
head on the filter and rate of nitration might be conveniently reg-
ulated, Mr. Kirkwood proposed the device shown by Fig. 8, con-
sisting of a weir which could be raised or lowered in guides by
means of the winch shown at the ground level. With this device
the draught upon the clear- well, and the raising and lowering of
the water-level therein, can have no effect upon the rate of delivery
of the filter.
The continuous sand filter of European practice consists of a
shallow reservoir with inclined or sloping sides when made with
earthen walls, or with vertical sides if made of masonry.* The
surface area of these reservoirs ranges from an acre or less to as
much as two acres. The depth of the reservoir is 10 or 12 feet,
according to the local character of the water, the materials avail-
able for the filter-beds, and the views of the designer.
The two general methods of construction of the basin part of
plain sand filters is clearly shown by Fig. 8, which is a section
of the filter proposed by Mr. Kirkwood for the city of St. Louis
(1866), and by Fig. 15 (Chapter XIII.), which is a plan and sec-
tion of the filters of Hamburg. When the walls are vertical, as
shown by Mr. Kirkwood's plan, these must be of masonry, backed
with puddle or an impervious clay. When made with slopes inside,
the slope should be of water-tight materials, or puddled, and faced
with a pavement or lining of concrete, asphalt, brick, or stone set
in mortar. Should ice form on the water in the filter, the thrust
of the cake is less liable to injure the sloped sides than the vertical
walls, while the cost of construction favors the basin with sloped
walls.
In the bottom of this reservoir is placed a system of lateral
parallel drains, which collect the water from all parts of the filter,
and conduct it to one or more main central drains, by which it is
removed from the filter to the clear-well, and from this it is pumped
to distributing reservoirs, or direct into the distributing mains.
Over the drains in the bottom of the filter is laid a course of
* " Hygiene of Water," by the author, Dietetic and Hygienic Gazette, 1896, p. 599.
TYPES OF SAND FILTERS. 161
•
broken stone or large gravel about 12 or 15 inches thick ; over
this a layer of small gravel 6 inches thick ; over this a layer of
coarse sand 6 to 12 inches thick; and on top of the coarse sand is
placed a layer of graded sand from 24 to 36 inches thick. This
upper layer of sand is the real filtering material, the layers of
sand and gravel below simply being beds for the support of this
finer bed of graded sand at the top of the filter.
The capacity of a filter is stated as the average number of
gallons which it will deliver per acre per day during the time it is
in service. When the filter is new and the sand surface clean, the
rate of delivery will be quite up to the average rate, even with a
few inches difference of water level over the sand and in the efflu-
ent chamber ; but as the sand becomes clogged with the suspended
matters in the water, and by the products of bacterial action upon
the organic matter, the effective head of water on the sand-bed
must be gradually increased, to filter the water at or near the
standard rate, until in due time the limiting head is reached, and
the rate of delivery of the filter diminishes until it is no longer
profitable to operate it, when the water is shut off from it altogether,
and the filter taken temporarily out of service.
The upper layer of graded sand is then carefully scraped for a
depth of about one-half inch, the dirty sand removed and washed
by mechanical apparatus devised for the purpose, and stored in the
sand-house preparatory to putting it back on the filter whenever
the successive scrapings have reduced the thickness of the upper
sand-bed to 15 or 20 inches. The thickness of the upper layer of
sand is seldom reduced to less than 15 inches, and the lower layers
of sand and gravel are not disturbed or renewed at all unless some
radical overhauling of a filter is shown to be necessary by the bac-
terial analyses of the water.
During the time of service of such a filter, it is acting continu-
ously without interruption, day and night ; and the rate of delivery
is maintained either by manual labor or automatic regulating de-
vices as near to an established standard as possible.
The rate of delivery will depend (1) upon the grade of sand
in the upper layer, (2) the effective head of water on the sand-bed,
and (3) the condition of the water when it comes to the filter.
162 THE PURIFICATION OF 'WATER.
Neglecting the grade of sand and head, which are subject to con-
trol, it can generally be said that the rate of operation will depend
upon the condition of the water. Therefore, when filters are
operated in connection with subsiding reservoirs, i.e., where the
work of purification is a process of filtration combined with sedi-
mentation, the larger the amount of work done in the subsiding
reservoirs, the finer may be the grade of sand used, and the higher
the rates of delivery of the filters per unit of sand surface. The
smaller size of sand-grain within certain limits will insure an im-
proved quality of filtrate, and the higher rate of delivery will effect
a reduced cost of treatment per million gallons of water.
Grading of Filter Materials. — In order that a filter shall give
satisfactory results, both in rate of operation and quality of filtrate,
it is necessary that the filtering materials, especially the bed of sand,
shall be selected with regard to the size of its grains, and the rela-
tion to each other by weight of these several sizes in a bed of mixed
sand. In practice, wherever much experience has been had with
sand filters, the materials are classified as boulders (or broken
stone), gravel, and sand, the gravel being used frequently of two
sizes, and denominated as coarse and fine gravel, and the sand of
two general grades, a coarser grade above the small gravel, and
the finer filtering-sand at the top of the filter-bed.
Filtering materials, as used at the experiment station of the
Massachusetts State Board of Health, are examined as to " size "
and " uniformity " of size of grains or particles, and graded to suit
the particular work to which they are applied. Chemical and bac-
terial analyses are also made of the matter attached to the sand
grains, which it appears, even after repeated washings, is not
entirely removed.*
The larger materials can readily be graded by hand picking ;
sands not less than 0.10 mm. mean diameter are separated and
graded into commercial sizes by a series of sieves of brass wire, set
in metal rims and shaken in a machine, for a time sufficient to
secure the passage through the sieves of all but the particles larger
than the mesh of the wire cloth, while particles of sand smaller
than 0.10 mm. in any diameter are graded by water elutriation.
* Miiggel Lake Water Supply, by Henry Gill, p. 11.
TYPES OF SAND FILTERS. 163
The method of separation of a mixed sand* into its several sizes
by means of sieves is obvious, and requires no explanation. Water
elutriation of sand consists in adding to a volume of distilled
water, measured in a beaker, a definite weight of clean, dry sand ;
and after a thorough mixing of the sand and water by means of a
strong current of air passed through a glass tube, a given time is
allowed for the precipitation by gravity of the sand to the bottom
of the beaker. It is well known that after the mixing of solids in
a fluid, the larger and heavier particles settle first, and an experi-
ment will demonstrate that all grains of sand of not less than a
given diameter will be precipitated within a given time. By allow-
ing more time, grains of smaller size and weight will settle out of
the water ; and by allowing sufficient time, all the grains, however
small they may be, will have been precipitated to the bottom of
the beaker, and the distilled water above will be free from all sus-
pended sand.
Adopting the results of sand measurement by the Massachu-
setts State Board of Health (with 230 cubic centimeters of water
and 5 grams of sand), after a thorough mixing of the sand in the
water, all grains which are precipitated to the bottom of the beaker
within 15 seconds are considered as of not less than 0.08 mm. diam-
eter. Similarly, all grains, which upon mixing and allowing one
minute for subsidence are collected at the bottom of the beaker,
are regarded as of not less than 0.04 mm. diameter, and all grains
which remain suspended in the water at the end of one minute are
regarded as 'of less than 0.04 mm. diameter. The weight of the
smallest particles in a mixture of sand, the largest grains of which
are less than 0.10 mm. diameter, is obtained by deducting from
the whole mass (5 grams) the added weight of the grains larger
than 0.08 mm. diameter, and the grains less than 0.08 mm. but
larger than 0.04 mm. diameter. The difference is held to be the
weight of the grains less in diameter than 0.04 mm. ; i.e., sizes from
0.10 mm. down to 0.08 mm., and from 0.08 mm. to 0.04 mm., are
determined by water elutriation, while smaller sizes are held to
be the difference between the whole weight and the sum of the
weights of the two larger sizes.
In stating the dimensions used for comparison of sand-grains
164 THE PURIFICATION OF WATER.
in a mass of sand constituting a filter-bed, two terms have been
proposed by the Massachusetts State Board of Health* which are
convenient for general use.
Effective Size of Sand-Grain. — This is that diameter of grain
in a mass of sand of which 10 per cent of the mass by weight is
smaller, and 90 per cent is larger in size. Thus, if upon physical
analysis of a body of sand by sieves or any convenient method, it
is found that the largest diameter for the 10 per cent by weight of
the smaller grains is 0.50 mm., and 90 per cent is of diameter
larger than 0.50 mm., then 0.50 mm. would be regarded as the
"effective size." Or, assuming the mass of sand to be regularly
graded from the finest to the coarsest particles, then the " effec-
tive size" will be that size of which 10 per cent of the whole mass
by weight is smaller in diameter.
Uniformity Coefficient. — This is the ratio of the diameter of
the sand-grain of which by weight 60 per cent is finer than itself,
to the diameter or size of which 10 per cent is finer than itself.
If by weight 60 per cent of a sample of sand is less than 0.50 mm.,
and 10 per cent is less than 0.25 mm., the " uniformity coefficient "
is =g = 2 ; or the diameter of grains of which 60 per cent is finer
than itself, divided by the "effective size," gives the " uniformity
coefficient."
The lower the "uniformity coefficient," i.e., the more regular
in size are the grains of sand in any mass, the larger will be
the water space or voids. With a high " uniformity coefficient,"
i.e., with great irregularity of size in the sand-grains, the smaller
will be the water space or voids.
The influence on the bacterial efficiency of filters of the " effec-
tive size " of sand-grains, with widely different rates of filtration,
is shown by the table on the following page.
The term " effective size " must not be confounded with the
average size of sand-grain in a sample. The average size in a
mass of mixed sand being always larger in diameter than the
" effective size." The results obtained at Lawrence indicate that
the finer 10 per cent of sand has as much influence on filtration
as the coarser 90 per cent.
* Twenty-fourth Annual Report Massachusetts State Board of Health, p. 541.
TYPES OF SAND FILTERS.
165
EXPERIMENTAL FILTERS, LAWRENCE, MASS., 1895.
RATE OF
EFFECTIVE SIZE
TYPE OF FILTER.
FILTRATION.
GALLONS PER ACRE
OF
SAND-GRAINS.
UNIFORMITY
COEFFICIENT.
BACTERIAL
EFFICIENCY.
PER DAY.
MILLIMETERS.
Continuous,
1,980,000
0.14
2.2
99.49
«
3,576,000
0.23
2.3
99.73
«(
6,780,000
0.29
2.7
99.37
(i
4,280,000
0.38
3.5
99.51
(C
4,680,000
0.48
2.4
99.45
Intermittent,
1,960,000
0.14
2.2
99.75
(t
3,096,000
0.23
2.3
99.16
tt
6,600,000
0.29
2.4
99.38
«
4,500,000
0.48
2.4
99.57
Sterilization of Filter Sand. — The sterilization of the sand-bed
of the mechanical filter used in the Providence, R.I., tests* was
shown by Mr. Weston to have no influence upon the bacterial
efficiency of the filter ; boiling of the sand in water for " one hour
and fifty minutes " did not improve its capacity to restrain the
passage of bacteria. Piefke, of the Berlin Water- Works,f previ-
ously had experimented with sterilized sand in a small filter, with
the result that "more organisms were found in the filtrate than
in the unfiltered water."
The same result has repeatedly been shown during the experi-
ments of the Massachusetts State Board of Health at Lawrence.J
" Heating the sand and pouring the boiling water through it
caused 100 times as many bacteria to pass through it with
sewage for three months as passed through a similar filter whose
sand and first water had not been heated."
Experience has amply demonstrated that the proper treatment
of sand for use in water filters is a thorough washing, finally, with
filtered water, until all detachable matter is removed from the
grains, and in this condition the sand placed in the filter. The
improved chemical and bacterial results of washed over sterilized
sand suggests that the bacteria, which find a suitable nidus in a
* Report on Results Obtained -with Experimental Filters, Providence, R.I., p. 119.
t 1887.
\ H. F. Mills, Transactions American Society Civil Engineers, vol. xxx., p. 359.
166 THE PURIFICATION OF WATER.
sand-bed after the sand has been washed, are useful in the destruc-
tion of organic matter and of some species of water bacteria.
LAWRENCE, MASS., INTERMITTENT SAND FILTER.
This filter is the outgrowth of two forces : (1) the abnormally
high typhoid fever rates of the city of Lawrence ; and (2) the
labors of the State Board of Health along the line of water purifi-
cation. It consists of a single filter with a sand area of 2.50 acres ;
and instead of a horizontal surface, like the European filters, the
bed of sand is furrowed or channeled from side to side to provide
a uniform thickness of sand through which the water from all
points is compelled to percolate to the collecting drains at the
bottom of the filter.
The mean elevation of the surface of the sand-bed is 2 feet
below low water in the Merrimac River, and the filter is flooded for
this depth from the river. The tank in which the filter is con-
structed consists of an excavation in the bank of the river, with a
bottom elevation averaging 7 feet below low-water mark.
The general dimensions of this filter, as given in the Report
of the Massachusetts State Board of Health for 1893, are as
follows : —
Width of filter, 150 feet.
Length of filter, 750 "
Effective area of sand surface, 2.50 acres.
Depth of filtering-sand, 5.00 feet.
Effective size of sand, 0.25 mm.
The underdrains were placed 30 feet apart. On the line of
each drain the excavation is carried down to elevation 8 feet below
low-water mark in the river, for a width of 5 feet ; and the crests
of the ridges midway between the underdrains are at elevation
6 feet below low-water mark, and 5 feet wide. From the crest
down to the channel for the underdrains, the bottom is sloped at
the rate of 5 feet horizontal to 1 foot vertical.
Over the ridges the depth of filtering-sand was made 3 feet
for a width of 5 feet, and over the line of underdrains the depth
of sand was made 6 feet for a width of 5 feet, the surface
TYPES OF SAND FILTERS.
167
slope of the sand from the ridges to
the crests being 10 feet horizontal to
1 foot vertical.
The section given in Fig. 9 indi-
cates the manner in which the bottom
of filter and surface of sand-bed were
furrowed.
From the description in the report,
it appears that each furrow or channel
with its underdrain and superimposed
filtering material is complete in itself,
the underdrain terminating in a 10-inch
pipe which passes through the masonry
wall of an old filter gallery (lying paral-
lel to the new filter). This filter gal-
lery became, upon completion of the
new intermittent filter, the clear-water
reservoir from which the pumps take
water. Assuming each 30 feet, then, a
complete section of the filter, there are
25 such sections in the whole bed.
The underdrains consist partly of
broken stone, and partly of glazed
sewer pipe from 4 to 10 inches diam-
eter, the larger pipe going through the
wall of the former filter gallery. Con-
sidering an underdrain 150 feet long
(width of filter), the broken stone and
pipe are placed as follows : —
Broken stone, 90 feet.
Four-inch sewer pipe, 6 "
Six-inch sewer pipe, 50 "
Eight-inch sewer pipe, 4 «
Total, 150 feet.
The general slope or grade of the
drain is given as 1 foot fall in 100 feet
of length.
:-*-»-
— '-*
',9
Fig. 9.
Longitudinal Section of Lawrence
(Mass.) Filter.
168 THE PURIFICATION OF WATER.
The water is brought from the river through a 24-inch iron
pipe, which discharges into an open conduit, at one side of the
filter, from which channels of concrete are extended to within 32
feet of the farther side of the sand-bed. This conduit, together
with the lateral channels, are intended to secure a uniform distri-
bution of the water over the surface of the filter bed.
In the construction of this filter, the bottom (as is customary
to prevent entrance and mixing of ground water with the filtered
water) was not made water-tight, neither was the filter covered as
the climate seems to require, for the reason as given by Mr. Hazen.*
"It was no easy matter to secure the consent of the city government to
the expenditure of even the sum used ; there was much skepticism as to the
process of filtration in general, and it was said that mechanical niters could be
put in for about the same cost. Insisting upon the more complete and expen-
sive form might have resulted either in an indefinite postponement of action,
or in the adoption of an inferior and entirely inadequate process. Still, I feel
strongly that in the end the greater expense would have proved an excellent
investment in securing softer water, and in the greater facility and security of
operating the filter in winter."
The filter was proportioned for a daily rate of 2,000,000 gallons
per acre, assuming that it would be in service for 16 hours and at
rest for 8 hours, which would make the actual rate 3,000,000 gallons
per acre per day while in service. According to the report for
1895, the rate was 1,200,000 gallons per acre per day, as an average
for the year.
During the year 1895, 1,096,000,000 gallons of water were
passed through the filter, f and the total expense for maintenance
was 87,400, or $6.75 per million gallons of water filtered.
For scraping and replacing the sand,
For removing ice,
For washing 1,500 cubic yards of sand,
Total,
(Laborers paid $2.00 per day.)
Omitting cost of removing ice, which would be unnecessary in
milder climates, the cost per million gallons of water filtered be-
* Filtration of Public Water Supplies, New York, 1895, p. 98.
f Twenty seventh Annual Report Massachusetts State Board of Health, p. 572 et seq.
TYPES OF SAND FILTERS. 169
comes 84.10. This being a single filter on the intermittent plan,
it cannot be handled so advantageously as filters in series ; and the
cost of operation per million gallons should be greater than in a
large plant embracing a series of continuous filters, in which one
or more filters could be taken out of service from time to time and
cleaned at convenience.
The filter was operated for 1895 at an average rate of -WV- =
3,000,000 gallons per day. With an effective area of sand surface
of 2.5 acres, and assuming the filter to have been in service two-
thirds of the time, the average rate of filtration per acre was
1,800,000 gallons per day. Estimating the population of Law-
rence for 1895 at 50,000, the average daily consumption of water
amounted to 60 gallons per capita.
The following are the average bacterial results for the year : —
Bacteria in Merrimac River water, 5,000- 20,000 colonies per c. c.
Bacteria in effluent from filter, 38- 368 colonies per c. c.
Average bacterial reduction, 98.4 per cent.
This filter is reported to have cost §65,000, or $26,000 per
acre of effective filtering surface.
In speaking of the merits of plain sand filtration, Mr. J. Her-
bert Shedd, C.E., who has given very earnest consideration to
the matter of improvement of the Providence, R.I., water supply,
says : — *
" The construction of sand filters for slow filtration is not an experiment.
Their use and value have been demonstrated in great numbers of cases through
long periods of years. The only reasons that I know for departing from this
long-established practice is in the effort to get cheaper first cost, or because
the necessary area for their establishment is not available. In the case of the
city of Providence there are about 70 acres of suitable land near the pumping-
station, bought for this purpose more than 20 years ago and still available.
Since it has been found that a mechanical filter is likely to cost $281,000,
plans have been made, levels taken, test pits dug, and estimates made for a
sand filter for slow filtration on that land, with all necessary settling space,
supply conduits and screens, leading mains, and other appurtenances, complete
for connecting the plant with our present works. My estimate of the cost of
* Engineering Record, July 22, 1894.
170
THE PURIFICATION OF WATER.
supplying all materials and doing this work is about $208,000 ; but whether
my estimates have any value or not, the commissioner of public works has in
his possession a bid from responsible contractors who offer to do the whole
work complete for $200,000'.
" The cost of annual maintenance of the slow filtration plant will be, I
think, very materially less than the cost of maintaining a mechanical plant of
the same daily capacity."
PLAIN SAND FILTRATION.
The Report on the Providence experiments furnishes some
interesting information upon plain sand filtration with a filter of
Fig. 10. Experimental Filter, Providence, R. I.
<t
the form shown in Fig. 10. Two filters of this style were tested
by Mr. Weston, from March 27 to Oct. 5, 1893, with occasional
TYPES OF SAND FILTERS.
171
intermissions for cleaning filters and changing sand ; and for tests
of the influence of alum, on so-called natural filtration. These
filters were worked at rates of 1,000,000 to 35,000,000 gallons
per acre per day. (Fig. 10.)
Considering Filter No. 1, from May 15 (before which date the
operation was discontinuous) to July 15 (after which date the con-
ditions of operation were varied almost daily), the rates of filtra-
tion varied from 1,000,000 to 3,500,000 gallons per acre per day.
Considering Filter No. 2, from April 15 (before which date the
operation was quite irregular, doubtless due to the starting of
novel experiments) to Sept. 13 (after which date the operation
was discontinuous), the rates of filtration varied from 1,000,000
to 35,000,000 gallons per acre per day. In the review of the per-
formance of Filter No. 2, the work is omitted from July 25 to
July 29 (four days), when alum was used. These filters were
restored to service after the sand-beds became clogged, sometimes
by washing the sand with a reverse current of water, and some-
times by scraping the sand. The following table will show how
this occurred by dates for the two filters : —
DATE.
FILTER No. 1.
PERIOD OF
SERVICE, DAYS.
FILTER No. 2.
PERIOD OF
SERVICE, DAYS.
1893.
March 27,
Started,
. . .
Started,
. . .
April 21,
Sand renewed,
19
. . .
. . .
" 29,
Sand washed,
3
. . .
...
May 10,
Sand renewed,
4
. . .
. . .
" 11,
. . .
Sand repacked,
33
June 14,
Sand scraped,
26
. . .
. . .
July 14,
. . .
...
Sand washed,
51
" 16,*
Sand scraped,
26
. . .
. . .
" 24,
. . .
Sand washed,
8
" 27,
. . .
. . .
Sand washed,
3
August 23,*
. . .
. . .
Sand scraped,
21
When the filters were cleaned by washing, the current of water
was reversed as in mechanical filters. At times the sand-beds
were scraped in the usual way, taking off about one-half inch of
* After these dates the manner of operation was very irregular.
172
THE PURIFICATION OF WATER.
sand. The size of sand used in these niters is given in the
Report as follows : —
DATE.
FILTER No. 1.
FILTER No. 2.
March 27,
Effective size 0.81 mm., uniform-
Effective size 0.81 mm., uniform-
ity coefficient, 2.2.
ity coefficient, 2.2.
April 21,
Effective size 0.18 mm., uniform-
ity coefficient, 2.1.
May 10,
Effective size 0.35 mm., uniform-
Repacked bed with same sand.
ity coefficient, 2.0.
July 29,
Repacked bed with same size
sand.
Aug. 14,
Effective size 0.81 mm., uniform-
ity coefficient, 2.2.
Considering these niters after April 15, when they were started
in service at regular and standard rates of filtration, Filter No. 1
was in operation for 63 days, of which 36 days gave bacterial effi-
ciencies for the effluent of over 98 per cent, and 22 days gave
bacterial efficiencies of over 99 per cent, with bacterial counts in
the filtrate at times as low as 2, 4, 8, and 10 colonies per cubic cen-
timeter. For the same interval of time, Filter No. 2 was ope-
rated for 69 days, of which 41 days gave bacterial efficiencies of
more than 98 per cent, and 30 days gave bacterial efficiencies
of more than 99 per cent, with bacterial counts in the nitrate as
low as 6, 9, 10, and 12 colonies per cubic centimeter.
From July 17 to July 24, a period of seven days, Filter No. 2
was operated at an average rate of 29,043,000 gallons per acre per
day, with an average bacterial efficiency of 98.5 per cent. Dur-
ing this period the highest bacterial efficiency was 99.9 per cent,
the bacteria being reduced from 9,067 per cubic centimeter in the
applied water to 10 per cubic centimeter in the filtered water, and
the lowest bacterial efficiency was 92.9 per cent, when the bacteria
was reduced from 565 per cubic centimeter in the applied water to
40 per cubic centimeter in the filtered water.
The average bacterial efficiency for the Morison Mechanical
filter, using alum, from July 20, 1893, to Jan. 30, 1894,* is given
as follows : —
* Report on Results Obtained -with Experimental Filters, Providence, R.I., 1896, pp. 55-57.
TYPES OF SAND FILTERS. 173
•
For end growths, 97.21
For « ninety-hour growths," 97.86
From Aug. 15 to Sept. 13 (1893), Filter No. 1 was operated
with "alum and free flow" for a period of 23 days, while Filter
No. 2 was operated as a plain sand filter for 22 days. During
this interval of time both filters were packed with sand-grains of
an " effective size" of 0.81 mm., and a "uniformity coefficient" of
2.2. The rates of filtration and bacterial efficiencies are tabled
below : —
FILTER RATE OF FILTRATION. BACTERIA.
GALLONS PER ACRE PER DAY. PERCENTAGE REMOVED.
No. 1 (with alum), 30,100,000 82.11
No. 2 (without alum), 30,900,000 89.45
These figures indicate no advantage in the use of alum, not-
withstanding the rate of filtration was less than one-fourth of the
standard rate which Mr. Weston has proposed for filters of the
mechanical class using alum as a coagulant. Filter No. 2 was
always operated with an "effective size" of sand-grains of 0.81
mm., while Filter No. 1 was operated with sand-grains of an
"effective size" of 0.81 mm., 0.18 mm., and 0.35 mm.
During the interval of time taken for comparison of filtration
"with alum" and filtration "without alum," the "effective size"
of sand-grains, condition of the applied water, and rates of filtra-
tion were the same. The "effective size" of sand-grains for the
Morison mechanical filter was 0.59 mm., with a "uniformity
coefficient " of 1.5.
The influence of sand finer in "effective size" than 0.81 mm.
is shown by comparison of the operation of Filter No. 1, when
it was packed with sand of an "effective size" of grain 0.35 mm.,
with Filter No. 2, which was packed with sand-grains of the larger
size.
The average bacterial efficiencies of Filter No. 1, operating
without alum, from May 25 to July 15, 1893, a period of 42
days, during which time the sand-bed was scraped once, were as
follows : —
174 THE PURIFICATION OF WATER.
FILTER No. 1. Sand-Bed Scraped and Filter started in service May 15.
EFFECTIVE SIZE OF SAND, 0.35 MM. UNIFORMITY COEFFICIENT, 2.0.
AVERAGES.
_ RATE OF FILTRATION. PERCENTAGE OF
INTERVAL OF TIME. _ _
GALLONS PER ACRE PER DAY. BACTERIA REMOVED.
May 25-June 13, 2,300,000 98.3
During above test the numbers of bacteria per cubic centimeter
in the effluent were often below 100, and at times as low as 8, 24,
and 26.
Sand-Bed Scraped and Filter Started in Service June 15.
AVERAGES.
RATE OF FILTRATION. PERCENTAGE OF
GALLONS PER ACRE PER DAY. BACTERIA REMOVED.
June 15-July 15 2,280,000 97.9
During this latter interval the numbers of bacteria per cubic
centimeter in the filtrate were often less than 100, and at times
as low as 2, 4, 9, 10, 11, 13, and 18.
The average bacterial efficiencies of Filter No. 2, operating
without alum, from May 25 to July 13, 1893, a period of 40 days,
during which time there was no scraping of the sand-bed, were as
follows : —
FILTER No. 2. Sand Removed and Filter Started in service May 13.
EFFECTIVE SIZE OF SAND, 0.81 MM. UNIFORMITY COEFFICIENT, 2.2.
AVERAGES.
RATE OF FILTRATION. PERCENTAGE OF
GALLONS PER ACRE PER DAY. BACTERIA REMOVED.
May 25-June 13 2,316,400 98.1.
During this interval of time the bacteria in the effluent were as
low as 14 to 16 per cubic centimeter.
Sand-Bed Unscraped Since Previous Use.
AVERAGES.
T RATE OF FILTRATION. PERCENTAGE OF
GALLONS PER ACRE PER DAY. BACTERIA REMOVED.
June 15-July 13 2,296,250 97.4
During this interval of time the numbers of bacteria in the
effluent were as low as 9, 12, and 16 per cubic centimeter.
A comparison of these tables indicates no special advantage in
the sand of smaller size of grain.
TYPES OF SAND FILTERS. 175
•
These results taken as a whole clearly show that plain sand
filtration as conducted during the Providence, R.I., experiments is
quite as efficient as mechanical filtration with " alum," and is not
calculated to impart an astringency or acidity to the filtrate, which
may be positively hurtful to some systems.
Mr. Weston's experiments with plain sand filters in the author's
opinion are entitled to more consideration than they have been
given in the official Report. Here are two sand filters, 30 inches
diameter, operating naturally at rates 1,000,000 to 35,000,000 gal-
lons per acre per day, with average bacterial efficiencies of 97, 98,
99, and occasionally 100 per cent (the higher results sometimes
being obtained with the higher rates of filtration)'. The average
efficiency for Filter No. 2, without alum, at rates of 25,000,000 to
35,000,000 gallons per acre per day for about the same length of
time, is the same as the average bacterial efficiency of the Mori-
son mechanical filter after the sand-bed was washed with a solu-
tion of caustic soda.
LOWELL, MASS., FILTER-BED.
The following description of this filter is taken from the Manual
of American Water-Works, 1889-1890, p. 63. Population, 78,000.
Built in 1876, in gravel between the filter gallery and the
river : 100 by 114 feet at bottom, which is 8 feet below the level
of the Pawtucket dam. On the gravel is laid a dry stone drain,
15 inches square at the river end, 100 feet long, and 30 inches
square at the end nearest the gallery, where it terminates in a 10-
foot circular brick chamber, connected with the filter gallery by a
30-inch pipe. From the central drain 27 lateral stone drains are
laid, each 8 by 12 inches. The filtering materials consist of: —
18 inches fine sand.
6 " coarse screened sand.
10 " coarse gravel (J-inch diameter).
36 " §-inch cobble stones.
70 inches total depth of filtering materials.
" In the spring of 1877 a freshet deposited 18 inches of sand
and silt on the filter-bed ; and it was necessary to admit some water
176 THE PURIFICATION OF WATER.
directly from the river until the deposit was removed in Septem-
ber, when for 83 days the filter-bed and gallery yielded the full
(daily) supply to the city of 1,750,000 gallons. In 1878 the filter
furnished the full daily supply of 1,879,810 gallons for 43 days.
It was found that with a one-inch silt deposit the filter yielded but
little water. From August, 1878, to June, 1879, the surface of the
bed was not cleaned, and in this time 20 inches of silt had accu-
mulated. After being cleaned, it supplied the gallery for only 9
days before another inch of silt entirely stopped the yield. Find-
ing that the bed needed cleaning three times a month, that the
cost would be $25 each time, and that it could only be done when
the river was low and free from ice, further cleaning was given up,
until 1888, when the new inlet was put in and the bed cleaned, it
was practically useless, four-fifths of the water used being pumped
directly from the river."
This filter consisted of a single bed with no provision for peri-
odical resting and cleaning. From the description it would seem
that the cleaning and restoring of the filter to its original condi-
tion were not thought of at the time of its construction. In fact,
it was expected to work continuously, and never clog with inter-
cepted suspended matter and the products of bacterial action.
From the dimensions given, the filter had an " effective area " of
0.26 of an acre, and ran for 83 days, delivering water at the rate of
6,734,000 gallons per acre per day. At another time it was ope-
rated for 43 days at the rate of 7,230,000 gallons per acre per day,
when it clogged and was taken out of service. For ten months
the filter was run without cleaning, during which time 20 inches
of silt accumulated on the bed.
The statement that it required cleaning three times each month
is not remarkable, considering the rate of filtration, but that it
cost f 25 to clean one-quarter of an acre of sand filter is remark-
able. The cost of cleaning the filters of the East London Water-
Works is $25 per acre ; but this is considered there a high price,
and is accepted only to secure rapid work under contract, and have
the filters out of service for the shortest periods of time. Why
it should cost four times as much to clean the Lowell filter is
not clear, unless, as it appears, there was no sedimentation of the
TYPES OF SAND FILTERS. 177
fj
Merrimac River water before it was put on the bed. Assuming,
however, that the filter might have been kept in successful opera-
tion at a cost of $ 900 per year, and the average yield of water
was 1,800,000 gallons per clay, or 657,000,000 gallons per year,
the cost would have been less than 11.40 per million gallons ; a
very low price indeed.
It seems, however, that the filter was not combined with a
settling-basin, could only be cleaned " when the river was low and
free from ice," and no provision was made for treatment of the
river water when this single filter was out of service.
Considering the time it was built, twenty years ago, and after
modern filtration had been established for nearly thirty years in
the London Water-Works, it is singular that so many mistakes
occurred in the design of this Lowell filter.
HUDSON, N.Y., FILTERS.
The following description of these filters is taken from the
Manual of American Water-Works, 1889-1890, p. 152. Popula-
tion, 10,000.
Filters. — Built 1874-1875. Two of them adjoining the res-
ervoir. One with an area of 9,071 square feet, and the other with
an area of 23,017 square feet at top of filtering material. Water
is admitted to either basin through masonry wells, the walls of
which are even with the top of the filtering materials.
The filtering materials from the top downward consist of : —
6 inches fine white sand.
18 " coarse dark sand
6 " i-inch gravel.
6 " ^-inch gravel.
6 " 1-inch broken stone.
6 " 2-inch broken stone.
24 " 4-8-inch broken stone.
72 inches total depth of filtering materials.
"The bottom of the basin has a 6-inch layer of concrete, slop-
ing slightly towards center and outlet. A dry masonry stone cul-
vert leads along the bottom of basin to an effluent chamber, from
178 THE PURIFICATION OF WATER.
which water passes to a storage reservoir, or can be drawn directly
to the city. When dirty, the top layer of fine sand is removed with
flat shovels to a depth of one inch, washed, and replaced. The
larger filter was constructed in 1888."
The average daily consumption of water was stated as 1,483,389
gallons, which with an "effective filtering area" of 0.737 acre for
the two filters, indicates an average rate of filtration of 2,013,000
gallons per acre per day. These filters have been in service since
1875.
POUGHKEEPSIE, N.Y., SETTLING-BASINS AND FILTERS.
The following description of these filters is taken from the
Manual of American Water -Works for 1889-1890, p. 175. Popu-
lation, 22,000.
Settling-Basins and Filters. — The former is 30 feet above the
mean level of the lower pump-well, 25 by 60 feet, by 12 feet deep,
and in three compartments. There are two filter-beds, each 73^
by 200 feet, by 12 feet deep, with 5 feet of filtering materials
arranged as follows : —
24 inches sand.
6 " |-inch gravel.
6 " 2-inch broken stone.
24 " 4-8 inch broken stone.
60 inches total depth of filtering materials.
The materials rest on a concrete floor, in which are open cul-
verts conveying the filtered water to an intermediate basin, 6 by 85
feet, by 16 feet deep. From this it passes to a reservoir, 28 by 88
feet, by 17 feet deep, and from here by 408 feet of 18-inch pipe
to the pump-well.
" The filter-beds cost §54,000. The cost of removing ice, clean-
ing beds, and washing sand, in 1888, was $809.00 ; cost per million
gallons, $1.32 ; cost of repairs was $86.00."
Taking the average daily consumption of water at 1,669,358
gallons per day, and the effective filtering area as 0.675 acre, the
rate of filtration at the date mentioned was 2,473,100 gallons per
acre per day. It has doubtless been much higher since 1888-1889.
These filters have been in service since 1878.
TYPES OF SAND FILTERS. 179
•
FILTER GALLERIES.
These, as exemplified in the water-works of Lyons and Angers,
France, are chambers in which the water is collected by infiltration
from the surrounding pervious materials. As constructed, they
consist of dry masonry walls and covers, placed at an elevation
below low water in the adjacent river or other source of supply,
and unlike filter beds, the materials through which the water perco-
lates to these galleries cannot be conveniently cleaned or graded.
Abroad it is believed that these filter galleries collect water from
the river or other visible sources ; but experience in this country
indicates that such filter galleries, like wells sunk in the bank of a
river, generally intercept water percolating through the drift. In
fact, such wells sunk in the banks of the Ohio River, within the
limestone formation of the channel and watershed, always furnish
water quite as hard as that of wells further inland.
In some situations these galleries doubtless intercept or tap
an " underflow " of streams, but such water is not precisely water
filtered from these sources, but is the natural percolation of water
through the drift parallel to the streams. The remarks in Chapters
II. and X. upon natural filtration through the materials of the drift
apply to these so-called natural filter galleries.
From Mr. Kirkwood's Filtration of River Waters * the follow-
ing data are taken on the rate of percolation per acre of bottom
area of some of these galleries : —
RATE OF PERCOLATION.
LOCATION. U. S. GALLONS PER ACRE PER DAY.
Toulouse, France, 12,545,280
Lyons, « 6,403,320
Angers, « 13,068,000 (New gallery.)
Perth, Scotland, 7,927,920
The kind of water supplied by these galleries should be that
of shallow wells sunk in the drift, and the chemical and bacterial
contents may be inferred from the tests of water samples from
such wells for any given locality. Aside from the fact that these
* D. Van Nostrand, N.Y., 1869.
180 THE PURIFICATION OF WATER.
galleries are liable to intercept surface water insufficiently filtered,
and will eventually clog and fail to supply a profitable amount of
water, the filtering materials are beyond the reach of daily super-
vision and manipulation, and as a general proposition such sources
are not to be recommended for domestic water supply. There are
localities where filter galleries will furnish an altogether acceptable
water supply ; but very careful investigation of the water quality
and environment of the source should be made before such water
is adopted for drinking and dietetic purposes.
EUROPEAN FILTERS.
From the notes collected for the author during 1896, upon some
European filters, the following data are taken with reference to
the arrangement and nature of the filtering materials, and rates
of filtration in U. S. gallons : -
ROTTERDAM, population, 276,338.
Water from the River Maas carried for 24 hours in settling-
basins before it is put on the filters.
Area of filtering surface, 9 acres in 18 beds.
Standard area of filter, 0.50 acre.
ARRANGEMENT OF FILTERING MATERIALS.
Sand at top of bed (effective size, 0.34 mm.),* 30 inches.
Gravel (over underdrains), 12 "
Boulders, 12 "
Total depth of filtering materials, 54 inches.
Head of water on filters, 42 "
Average rate of filtration per acre per day, 1,818,200 gallons.
Average bacteria per c. c. in river water, f 6,000-10,000
Average bacteria per c. c. in filtrate, 90-99
Average bacterial reduction by filtration, 98.82 per cent.
Average present daily consumption of water, about 7,000,000 gallons.
Daily per capita consumption, 25 "
* The effective size of sand-grains in this and the following tables is given on authority of
Mr. Hazen.
t Bacteriological tests made every day.
TYPES OF SAND FILTERS. 181
«
THE .HAGUE, population, 187,545.
Water from wells sunk in the sand dunes.
Area of filtering surface, 3.66 acres in 6 beds.
Standard area of filter, 0.61 acre.
ARRANGEMENT OF FILTERING MATERIALS.
Fine dune sand at top of filter (effective size, 0.19 mm.), 30 inches.
Gravel, 12 «
Boulders, 12 "
Total depth of filtering materials, 54 inches.
Head of water on filters, 39 "
This water is of very excellent quality before it is put on the
filter-beds.
Average rate of filtration per acre per day is 1,497,400 gallons,
which is sometimes increased to 4,280,000 gallons per acre per
day.
The thickness of sand-paring is about | inch, the dirty sand
being given to truck gardeners for use as a fertilizer.
Average present daily consumption of water, about 5,480,000 gallons.
Daily per capita consumption, 29 "
AMSTERDAM, population, 489,496.
Source of water supply : Haarlem sand dunes and River
Vecht.
Area of filtering surface, 5.36 acres in 4 beds, 4.76 acres in
7 beds.
ARRANGEMENT OF FILTERING MATERIALS.
Fine dune sand at top of bed (effective size, 0.17 mm.), 30 inches. -
Gravel, 12 «
Boulders (over underdrains), 12 "
Total depth of filtering materials, 54 inches.
Head of water on filters, 39 "
Two filters, each having an area of 2,860 square meters (0.706
acre), costing, it is stated, $20,000 or 114,200 per acre, have
recently been built.
182 THE PURIFICATION OF WATER.
Rate of filtration per acre per day, 3,208,700 gallons.
Average daily consumption of water, 10,331,000 "
Daily per capita consumption, 21 "
PARIS SUBURBS, population, 600,000.
Supplied by Compagnie Generate des Eaux, from Choisy-le-
Roi, Nogent-sur-Marne, and Neuilly-sur-Marne. This company
uses the Anderson Revolving Iron Purifier and sand filters.
Area of filters at Choisy-le-Roi, 2.30 acres, 15 beds.
Area of filters at Neuilly-sur-Marne, 2.30 " 15 "
Area of filters at Nogent-sur-Marne, 0.75 " 4 "
Total, 5.35 acres, 34 beds.
ARRANGEMENT OF FILTERING MATERIALS.
Fine sand at top of filter, 24 inches.
Gravel, 6 "
Boulders, 6 "
Total depth of filtering materials, 36 inches.
Head of water on filters, 36 "
Rate of filtration per acre per day, I Amwwm 1 gall°ns.
^ '±,OUU,UUU J
June, 1896, it was claimed that the several stations about Paris
where this process was in operation were delivering 17,000,000
gallons of filtered water per diem, with a reduction of bacteria
from 20,000 per cubic centimeter in the unfiltered water to
300-400 in the filtered water (by the Miquel method of cultiva-
tion), indicating an efficiency of 98.25 per cent.
With this iron process the top sand in the filters is worked
from a maximum thickness of 24 inches to a minimum thickness
of 1*2 inches. The filters are open ; and in winter, when an ice-
cake of sufficient thickness is formed, the water level is lowered
until the floating sheet of ice rests on the sand, when some of the
matter which has accumulated at the surface of the sand and
clogged the filter adheres to the under side of the ice, and upon
filling the filter again from below and floating the ice, the surface
of the sand is opened and the rate of filtration increased.
A statement is made in connection with the Anderson process
at Paris, which, if true, is very significant ; i.e., that the filtered
TYPES OF SAND FILTERS. 183
•
water may be carried in storage for as many as twenty days with-
out an increase in the bacterial contents. It is supposed that
the salts of iron have an inhibiting effect on the growth of the
bacteria, algae, etc., in the treated water.
ZURICH, population (1892) 93,000.
Source of water supply : Lake Zurich and springs.
Filtering area, 0.835 acre in 5 beds.
Three covered filters, 21,690 square feet, 7,230 square feet
each.
Two open filters, 14,967 square feet, 7,483 square feet each.
ARRANGEMENT OF FILTERING MATERIALS.
Fine sand at top of bed (effective size, 0.30 mm.), 32 inches.
Coarse sand, 6 «
Small gravel, 4 "
Coarse gravel (over underdrains), 6 "
Total depth of filtering materials, 48 inches.
Head of water on filters, 39.6 "
Average rate of filtration per acre per day, 5,850,000 gallons.
Average consumption of filtered water per day, 4,884,000 "
Average consumption of spring water per day, 792,000 "
Total average consumption, 5,676,000 gallons.
Average consumption per capita per day, 61 "
LONDON.
According to Mr. Hawksley,* the total area of filters in use
by the London companies (1892) was 110 acres, dealing with
119,000,000 U. S. gallons per day, from which it appears that the
average rate of filtration was about 1,800,000 gallons per acre
per day. The average area of the London filters is about one
acre each.
* Appendices to Minutes of Evidence, taken by Royal Commission on Metropolitan
Water Supply, 1893, p. 347.
184 THE PURIFICATION OF WATER.
CHAPTER XII.
MECHANICAL FILTERS.
THE mechanical filter is distinctly an American invention, and
like many inventions is primarily designed to accomplish a large
amount of work within a small compass and short time.
Certain physical operations have been wonderfully improved in
both speed and quality by modern invention, but it cannot be said
that this is true of water filtration. While the slowest rates of fil-
tration do not invariably give the best results, at the same time
certain moderate rates per unit of sand area cannot be increased
without risk of impairing the quality of the filtrate. The mechan-
ical filter is expected to operate at prodigious rates per unit of sand
area, when compared with the very moderate rate of the European
type of sand filter.
This can best be shown by comparison of the rates of the Lon-
don filters for 1896 with the estimated best rate for the Morison
mechanical filter in the Providence, R.I., tests : —
RATES OF FILTRATION PER ACRE PER DAY.
U. S. GALLONS.
Average rate for all the London Filters, 1896, 2,120,000
Providence Experimental Mechanical Filter, 128,000,000
The sand used in the mechanical filter is of coarser grain than
in the London filters, and this enormous difference of rate could
not be maintained were it not for two conditions not found in the
operation of the plain sand filter. (1) The frequent washings of
the sand-bed, and (2) the use of alum as a coagulant to quickly
form on the surface of the sand, the coagulum which takes the
place, but cannot be regarded as the equivalent of the " Schmutz-
decke," or natural film produced by subsidence of suspended matter
and bacterial action at the surface of the plain sand filter.
The mechanical filter, so-called, is mechanical only so far as
ME CHA NIC A L FIL TERS.
185
machinery operated by power is applied for the raking and agita-
tion of the sand while being cleansed, and for the regular dosing
of the applied water with the alum solution. The process of filtra-
tion, excepting as the flocculent alum precipitate may affect it, is
altogether natural.
Mechanical filters may be of two types, — those which operate by
a gravity head or draft on the sand-bed, and those which operate
Fig. 11. Jewell Gravity Filter.
under pressure ; sometimes the full pressure of the water-works
system. In either case the machine consists of a tank of wood or
metal, vertical or horizontal, in which the bed of sand is carried
on a system of screens or strainers, and arranged with a rake or
agitator, which is slowly revolved around in the tank through the
bed of sand. When the sand is being stirred by the revolving
rake a reverse current of water is passed through the filter-bed, to
wash away such suspended matter as may have been intercepted
186
THE PURIFICATION OF WATER.
Top of Bed -^
from the applied water during the previous interval of use of the
filter.
The Gravity Mechanical Filter shown in Fig. 11 is manufac-
tured by the O. H. Jewell Filter Company of Chicago, and con-
sists of a settling-tank and sand-
bed combined in one tank, the
lower part containing the settling-
tank and the upper part the filter.
The head is produced by a vacu-
um in the effluent pipes under the
sand-bed. In this type of filter
the revolving rakes are at rest on
the sand-bed while the filter is in
service, and are put in rotation
after the sand-bed has been "loos-
ened up " for washing by a re-
verse current of water. Provision
is made for washing the sand
either with filtered or unfiltered
water.
The most elaborate Report now
available on the performance of
this type of filter is that made by
Mr. Edmund B. Weston, C.E., on
what is termed the "Morison Ex-
perimental Filter," from which,
through the kindness of Mr. J. Her-
bert Shedd, city 'engineer of Provi-
dence, R.I., the author is permitted
to abstract for the purpose of this work.
The drawing, Fig. 12, is reproduced from the Report men-
tioned, in which the filter is described as follows by Mr. Weston : —
" Upon the screens shown at the bottom of the filter, the filtering medium
or filter-bed of crushed quartz is located, the total depth being two (2) feet
and ten (10) inches. The effective size of the grains of quartz which com-
pose the upper two (2) feet is 0.59 mm., and the uniformity co-efficient 1.5.
Outlet
Height 14- ft, Diameter 30 inches.
Fig. 12. Morison Experimental Filter,
Providence, R.I.
MECHANICAL FILTERS. 187
The lower ten (10) inches of quartz is of a much toarser quality. The
screens allow the water to pass through them during the different operations
of working the filter, downward while filtering, and upward during the pro-
cess of washing the filter-bed. They prevent the quartz or any foreign sub-
stances from entering the collecting-pipes or passing off with the filtered water.
" The manner in which the filter was operated during the experiments is
as follows : At the end of a run, or immediately before starting the filter, the
filter-bed was thoroughly washed by forcing up through the screens and filter-
bed a reverse flow of water under pressure, the mechanical rake or agitator,
shown in the cut, being operated at the same time, which added materially to
the efficient cleansing of the filter-bed. The water was forced up through the
bed, and the agitator kept in motion, until the water flowing from the overflow
drain-pipe was as clear as it was before it was used for washing the filter-bed.
The necessary valves were then operated, and the water and the sulphate of
alumina turned onto the filter.
" The rates of the filtration of water mentioned in this report all represent
an average rate per acre per 24 hours unless otherwise specified. The standard
rate of filtration decided upon at the commencement of the experiments was
128,000,000 gallons per acre per 24 hours. When the term sulphate of alu-
mina is used, it is intended as an abbreviation of basic sulphate of alumina.
"In making the experiments with this filter the following details were
carefully investigated, as well as many other points relative to the efficient
working of the filter, viz. : —
" 1. The chemicals best adapted for the purification of the Pawtuxet River
water.
" 2. The best method of applying the chemicals, and the quantity to add
to the applied water for each gallon of water filtered.
" 3. If any portion of the chemicals that were added to the applied water
were present in the filtered water.
" 4. The rate in gallons per acre per 24 hours which could be efficiently
filtered.
" 5. The bacteriological and chemical purification of the water.
" 6. The percentage which the color of the water would be reduced by
filtration.
" 7. The washing of the filter-bed.
" 8. The time which would be required for washing the filter-bed.
" 9. The quantity of water which would be required to wash the filter-bed.
" 10. The quantity of water which it would be necessary to run to waste
after washing the filter-bed.
" 11. The length of time which the filter would run after starting, before it
would be necessary to shut down and wash the filter-bed on ac-
count of the water gradually rising to its prescribed limit in the
filter, owing to the filter-bed becoming gradually clogged up.
188 THE PURIFICATION OF WATER.
" 12. The effective stability of the quartz and supplementary precipitate
bed; viz., whether it could be depended upon to do its work
thoroughly during the whole of the time that the filter was in
operation, or whether at times it would be liable to crack or
break, or have its efficiency reduced in any manner.
"13. The loss of head due to the water flowing through the filter-beds
and screens.
" During the preliminary experiments, the chemicals used were basic sul-
phate of alumina, chloride of alumina, carbonate of soda, bicarbonate of soda,
caustic soda, and chloride of iron. The soda salts were used in connection
with sulphate of alumina. It was found, however, that basic sulphate of alu-
mina added to the applied water produced the best results. Basic sulphate of
alumina, therefore, is the only chemical that has been used since the prelimi-
nary experiments.
" The theory of mechanical filtration, when basic sulphate of alumina has
been added to the applied water, may be described as follows : The alumina
causes an artificial precipitation. A portion of the alumina is decomposed,
forming sulphates of other bases and a flocculent precipitate of aluminic
hydrate. A portion of it also combines directly with the organic matter
present in the water, coagulating the same, and thus helping to increase the
precipitation. A sufficient quantity of the precipitate having been deposited
upon the top of the sand or quartz-bed of the filter, and plugged into the in-
terstices of the upper layer of sand or quartz-grains, the filter is ready for
service.
" At the commencement of the experiments with the Morison mechanical
filter, it was discovered that satisfactory results could not be obtained by sim-
ply dropping the sulphate of alumina into the applied water at the rate of \
grain per gallon, as it would take from one to three hours after the filter was
started for a sufficient quantity of the precipitate to form in order to do good
work. After experimenting in different ways, it was found that if a "free
flow " of about a pint of coagulant, containing about nine hundred and eleven
(911) grains of sulphate of alumina for an average rate of filtration of about
128,000,000 gallons per acre per 24 hours, was allowed to run into the filter,
immediately after the water was let on, in a space of time of not more than
six (6) minutes, a quantity of coagulant corresponding to one-half (£) grain of
sulphate of alumina per gallon of filtered water being dropped in at the same
time from a different receptacle than that containing the "free flow," a suffi-
cient amount of precipitate would be formed to do good work in one-half hour
or less after the water commenced to flow from the filter.
" At the commencement of a run of the filter, the applied water was at
first gradually let into the filter, it being regulated at the same time. After
the normal quantity commenced to flow into the filter a constant flow was
maintained, and the depth of water in the filter gradually increased proportion-
MECHANICAL FILTERS. 189
ately during the run as the supplementary precipitate bed. was formed, and
the filter-bed became plugged with precipitate. The rise of water practically
accommodated itself to the circumstances, and caused a constant flow of
water through the filter, which I considered extremely essential in order to
obtain good results.
" One of the most serious problems that it was necessary to solve when
the experiments were commenced, was to ascertain if the basic sulphate of
alumina that was added to the applied water was entirely decomposed before
the water was discharged from the filter."
A sample of the sulphate of alumina used had the following
composition : -
ONE-HALF (£) GRAIN
PER CENT.
CONTAINS IN GRAINS.
Insoluble residue, 0.52 0.0026
Alumina (A12O8), 15.78 0.0789
Sulphur Trioxide (SO3), 36.79 0.1840
Water (by difference), 46.91 0.2345
100.00 0.5000
After a series of experiments upon this filter, extending from
April 5, 1893, to Jan. 80, 1894, Mr. Weston reached the follow-
ing conclusions : —
The chemical best adapted for the purification of the Pawtuxet
River water was basic sulphate of alumina, the quality used con-
taining 15.8 to 17.5 per cent of alumina.
The best method of applying the chemicals, and the quantity
required per gallon of water, have been described as \ grain per
gallon plus "free flow " for not more than six minutes, equivalent
to T% grain of sulphate of alumina per gallon of water for an aver-
age run of 16 hours, 43 minutes.
Upon the appearance of any portion of the chemicals added to
the water in the filtrate, he says : —
" The results that I have mentioned, that were obtained by applying the
logwood and acetic acid test for alum, in conjunction with filter paper, have
demonstrated, I think, that none of the basic sulphate of alumina was present
during the experiments in the filtered water, in rts original state, after the water
had been flowing from the filter twenty-one (21) minutes. The only indica-
tion of alumina found in the filtered water was a minute quantity of finely sus-
pended hydrate, resulting from the addition of the alumina, that came through
the filter-bed with the water that was being filtered. . . .
190 THE PURIFICATION OF WATER.
" An analysis by Professor Thomas M. Drown . . . shows that 0.0292 of a
grain of alumina (A12 O3) per gallon was found in a sample of Pawtuxet River
water, that had been taken directly from the river, and afterwards filtered
through a double thickness of Swedish paper, and that 0.0584 of a grain of
alumina (A10 O3) per gallon was found in a sample of the same water after
sulphate of alumina had been added to it, at the rate of one-half (A) grain per
gallon ; and the very slight flocculent precipitate produced, filtered off through a
double thickness of filter paper, shows an increase of alumina (A12 O3) of
0.0292 of a grain."
The rate at which the water was " filtered successfully " ranged
from 90,000,000 gallons to 193,000,000 gallons per acre per 24
hours, "the average rate of nitration being about 128,000,000"
gallons per acre.
The average bacterial efficiency of the filter for two short in-
tervals of time, selected from the ten months of experiment, viz.,
Oct. 17 to Nov. 11, 1893, a period of 25 days, and from Jan. 24 to
Jan. 30, 1894, a period of 7 days, was a reduction of 98.6 per cent
of the bacterial contents of the applied water. For various rea-
sons Mr. Weston rejects the work of the filter for 87 per cent of
the time of test, and bases the bacterial efficiency upon these two
short intervals of time. Upon the subject of bacterial efficiency,
Mr. Weston says : —
" I do not consider that the efficiency of a filter should be entirely based
upon the average results obtained, although this is generally the standard upon
which the efficiency is based, but that the worst results obtained should be
duly considered. In order to present my ideas upon this subject more clearly
I will assume a rather improbable case. For example, if 100 individual results
were used in working up an average, 90 of these results might each show an
efficiency of 100 per cent, and 10 of them might each show an efficiency of
only 80 per cent, or in other words, 10 per cent of the total results would be 18
per cent below the average result, which in my opinion would be sufficient
grounds to condemn a filter. Yet the average of the whole number would be
98.0 per cent, which is a very good result."
The author concurs with Mr. Weston, with the additional sug-
gestion that the efficiency of a filter for hygienic purposes should
be measured altogether by its worst results, and not by the best
or even the average results.
The filtration of a public water supply should assume that under
MECHANICAL FILTERS. 191
the most unfavorable conditions of the applied water, the filtrate
shall comply with a given standard of hygiene, and any estimate
of the influence of such water upon the health of the people who
drink it should be based upon these worst conditions. In short,
the nitration of a public water supply should assume a certain
uniformity in the quality of the nitrate, without regard to the man-
ual operation of the filters, or to the condition of applied water.
The filter itself should be so constructed, and the regulations under
which it is operated such, that the quality of the filtrate shall sat-
isfy some acceptable standard at all times. Phenomena and phys-
ical aberrations may be tolerated in scientific investigations, but
the practical purification of a polluted public water supply should
involve no phenomena and no vagaries to the prejudice of the
public health.
The reduction of color by filtration, using alum with the " Mor-
ison filter," ranged from 66.3 per cent for the night observations
to 77.9 per cent as an average for the day observations.
The average time required to wash the bed of sand in the filter
was about 11 minutes ; and the amount of water required to wash
the sand-bed, and the amount which was run to waste after the
filter was washed and started in service, was about 7.8 per cent of
the quantity filtered. Of this quantity 4.9 per cent was required
to wash the filter-bed, and 2.9 per cent was run to waste after the
filter was started again.
The average length of "run" of the filter between cleansings
was 16 hours and 43 minutes, and the average loss of head
for a delivery of 128,000,000 gallons per acre per diem of 24
hours was 2.44 feet. Mr. Weston estimates the cost of ope-
rating a Morison mechanical filter plant of 15,000,000 U. S. gal-
lons daily capacity, as $5.69 per one million gallons of water
filtered.
From a single experiment by Dr. T. M. Drown, in connection
with the Providence filter tests, it appears that the addition of
one-half (£) grain per gallon of the sulphate of alumina to the
Pawtuxet River water, increased the alumina from 0.0292 grain
per gallon to 0.0584 grain per gallon, and increased the sulphuric
acid in the water from 0.3129 to 0.5214 grain per gallon.
192 THE PURIFICATION OF WATER.
Although Mr. Western has made a very long and exhaustive
study of the mechanical filter, with "alum " as a coagulant, in his
summary he rejects the majority of his data, and draws his con-
clusions from : —
Two days' operation of the filter in July.
Seven days' operation of the filter in October.
Eight days' operation of the filter in November.
Two days' operation of the filter in December.
Twenty-four days' operation of the filter in January.
Or out of ten months' continuous experiment, he takes 43 days,
as showing the possibilities of this method of water filtration ; of
which time, six days embrace a treatment of the sand-bed hitherto
untried with any type of filter. The average amount of alum
used during these 43 days was about T7o grain per gallon of
water.
So far as the chemical and bacterial reductions in the applied
water are concerned, it may be accepted that the mechanical filter,
used with " alum " as a coagulant, will accomplish about the same
results as will natural filtration ; but with the latter no injurious
property can be imparted to the water, while with "alum " proper-
ties more objectionable than the pollution sought to be removed
may be found in the filtrate.
The following costs of construction and operation of mechanical
and plain sand filters are taken from estimates made by Mr.
Weston for the city of Providence, R.I. The cost of filters is
based on an available daily capacity of 15,000,000 gallons.
MECHANICAL FILTERS.
NUMBER AND KIND.
COST OF FILTERS
PER MILLION GALLONS OF
DAILY CAPACITY.
COST OF FILTRATION
PER MILLION GALLONS OF
WATER TREATED.
60 Steel Filters,
60 Cypress "
51 Steel
51 Cypress "
$16,344.80
15,296.80
14,160.30
13 262.30
$7.67
7.86
7.25
7.41
MECHANICAL FILTERS,
193
PLAIN SAND FILTERS.
KIND OF FILTERS.
COST OF FILTERS
PER MILLION GALLONS OF
DAILY CAPACITY.
COST OF FILTRATION
PER MILLION GALLONS OF
WATER TREATED.
Filters with vaulted
masonry coverings,
Filters with timber coverings,
Open filters,
$35,000.00
21,906.53
19,414.66
$8.86
8.14
6.87
In the figures for cost of operation of the mechanical filters,
the cost, including alum, is taken in all cases at §4.52 per million
gallons of water treated ; and the cost of operation of the plain
sand filters, as deduced by Mr. Weston from the Reports of the
Massachusetts State Board of Health at Lawrence, is taken at
84.39 per million gallons of water treated.
The cost per million gallons of water filtered is taken in the
table as the whole cost, including interest at four per cent on cost
of filters, buildings, and all appurtenances, and charges for deterio-
ration of plant, cost of chemicals (for mechanical filters), and all
labor required to operate the works.
Other uses of the mechanical filter, in several cities in New
Jersey, are given in an interesting paper by Mr. M. N. Baker, C.E.,
contributed to the New Jersey Sanitary Association, 1895, from
which the following quotations are made : —
"Without attempting to trace the various stages through which the me-
chanical filter has passed, it may be said that it aims to purify large volumes
of water with a small body of filtering material, relying upon frequent wash-
ings to keep the material clean."
" Mechanical filters are now used on over one hundred American water
supplies, against perhaps ten filter-bed plants worthy the name. Many factors
have contributed to the greater use of mechanical than slow sand filters in this
country. Chief of these is the commercial aspect of mechanical filtration and
a former entire misconception of the principles of, and the results which may
be accomplished with, filter-beds. Mechanical filters have been vigorously
pushed by sales agents wherever bad water has been reported. Filter-beds
stand or fall on their own merits, as they are not patented, and no one is finan-
cially interested in securing their adoption. The misconceptions regarding
filter-beds have come to light with the recognition of the germ theory of dis-
ease, and improved methods and interpretation of the bacterial examinations
194 THE PURIFICATION OF WATER.
of water. For years water contained disease and other germs, and filter-beds
removed many of them without any one knowing it.
" Most of the plants built by the mechanical filter companies have been
designed to remove suspended matter and color where these were so marked
as to render the water almost intolerable. These ends many of the mechan-
ical filters have accomplished most admirably. Meanwhile, most communities
have remained satisfied with water that looks well, without regard to the dan-
gerous impurities it may contain, or have secured new supplies from more
favorable sources. With the modern advances in sanitary science, attention
has recently been turned to the importance of removing sewage impurities from
polluted waters, if the latter must be used ; and of late filter-beds and mechan-
ical filters have been constructed with this end in view.
" I believe it probable that good bacteriological results are possible with
mechanical filtration. I am certain that they can be obtained with sand filter-
beds, and that suspended matter, vegetable stains, and iron can be removed
by means of mechanical filters.
" Filter-beds will also remove color, suspended matter, and iron, if supple-
mented by aeration, as well as sewage impurities."
The following data from the Somerville and Raritan Water-
Works are given by Mr. Baker: —
Source of supply, Raritan River.
Population supplied (1890), 6,417.
Capacity of filter, 1,500,000 gallons per day.
Average daily filtration for 1894, about 800,000 gallons.
Cost of filters, exclusive of buildings, $15,600. Of the opera-
tion of these filters, Mr. Baker says : —
" As this plant was put in to remove matters in suspension, its efficiency
should be judged by its removal of total solids. These were reduced from
26.72 to 15.98 parts per 100,000, a reduction of 10.74 parts in 26.72, or about
42 per cent. The color is reported as having been changed from dark brown
to faint. The reduction of organic matter, as indicated by the albuminoid am-
monia, was nearly 70 per cent."
The analyses from which these figures are taken contain meas-
urable quantities of nitrites and nitrates for the river water, while
none are given for the 'filtered water. Successful filtration gene-
rally indicates an increase of nitrites and nitrates. Referring to
the ammonias, the albuminoid ammonia is reduced from .049 to
.015, and the " free " ammonia is increased from .013 to .052 part
per 100,000.
MECHANICAL FILTERS.
195
The permanent hardness of the water by addition of sulphates
was increased from 3.75 parts to 6.75 parts per 100,000, while the
temporary hardness (carbonates) was reduced from 3.50 parts to
0.50 part per 100,000, the gain in sulphates being exactly bal-
anced by the loss in carbonates. Alum is used as the coagulant.
Long Branch, according to Mr. Baker, has a mechanical filter
plant of 3,000,000 gallons daily capacity, treating water from Whale
Pond Brook. These are pressure filters, working under a head of
40 pounds. The loss of head in passing the water through the
filter is stated at five-tenths pound. Five per cent of the total
water purified is required for washing the sand in the filters. The
filters, including buildings, cost $31,000.
From the analyses given in Mr. Baker's paper the following
data are taken : —
PARTS PER 100,000 OF WATER.
BEFORE FILTRATION.
AFTER FILTRATION.
Free ammonia,
0.132
0.0035
Albuminoid ammonia,
0.0445
0.0095
Nitrites,
0.0025
0.0015
Nitrates,
0.087
0.087
Permanent hardness,
. . .
1.00
Temporary "
2.25
1.24
Total solids,
9.52
. 7.14
Organic and volatile matters,
4.24
1.74
Bacteria per c. c.,
268.00
3.0
Potash alum is used in this filter.
THE JEWELL GRAVITY FILTERS AT LORAIN, OHIO.
Through the kindness of the Jewell Filter Company of Chicago,
the author is enabled to include the results of its process of water
purification at Lorain, Ohio, for the months of March and April,
1897. From the notes furnished, which are quite complete, the
following resumt is drawn : —
MARCH, 1897.
Bacteria in untreated water, 3,725
" " filtered water, _ 88
Percentage of reduction, 97.61
Grains of alum used per gallon of water, 1.87
Average water treated daily, 2,712,400 gallons.
196 THE PURIFICATION OF WATER.
APRIL, 1807.
Bacteria in untreated water, 1,835
" " filtered water, 31
Percentage of reduction, 98.29
Grains of alum used per gallon of water, 1.99
Average water treated daily, 2,774,500 gallons.
In this case the alum per gallon of water treated is about
2 grains, which, at ITGO cent per pound, represents a cost of |4.80
per million gallons of water for the chemical alone, an amount
equal to the average cost of plain sand nitration, according to the
reports from works where such filters are in daily use. The actual
consumption of alum per gallon of water is over three times the
amount which Mr. Weston, in the report on mechanical niters
for the city of Providence, regarded as necessary for proper fil-
tration.
Adding to the cost for alum the estimate by Mr. Weston
of the cost for labor, wash-water, water run to waste, etc., viz.,
$2.80, the total cost of mechanical nitration, based on the Lo-
rain experience, will be $7.60 per one million gallons of water
treated.
According to Mr. James H. Blessing, of the New York Filter
Company, in a statement to the city of Albany, N.Y.,* the cost
for mechanical filtration at that place, including labor, alum, etc.,
will be from $2.44 to $2.94 per million gallons. This estimate is
very difficult to reconcile with the estimated cost at Providence,
and the probable actual cost at Lorain ; in fact, Mr. Blessing
makes the cost for Albany from one-half to two-thirds the cost
for alum alone at Lorain, and considerably less than one-half of
the total cost as figured by Mr. Weston for the proposed me-
chanical filter plant for Providence, R.I.
MECHANICAL FILTERS, ALBANY, N.Y.
Mr. Hazen,f in his report on filtration for Albany, estimates
the cost of mechanical filtration as follows : —
* An Address to the Common Council, Feb. 27, 1897.
t Report to Board of Water Commissioners, Albany, Feb. 13, 1897, p. 27.
MECHANICAL FILTERS.
197
COST OF FILTRATION PER MILLION GALLONS.
LOCATION OF FILTERS.
LUMBER DISTRICT.
BLEECKER RESERVOIR.
Labor and power for operation of filters,
Alum, 143 Ibs. at 1.6/,
Wash-water,
$1.50
2.29
$1.50
2.29
0.50
Total,
3.79
4.29
Mr. Blessing's estimates,
2.44
2.94
The estimated cost of mechanical filters for Albany is given as
follows : —
COST OF MECHANICAL FILTERS PER MILLION GALLONS OF DAILY CAPACITY.
LOCATION.
HAZEN.
BLESSING.
Lumber district,
Bleecker Reservoir,
$12.938.24
12,118.22
$ 6,064.42
10,431.37
The cost of filtration quoted for Albany does not include (as
in the report) the cost of lifting the water to the filters, which will
vary in different locations, and with gravity sources may not be
required at all. The cost of filters includes the pro rata allowance
for contingencies. Mr. Hazen estimates on gravity filters for both
locations. Mr. Blessing estimates on gravity filters for the lum-
ber district, and on pressure filters for the Bleecker reservoir.
The prices for filters per million gallons of daily capacity do
not include land, nor such structures as are required at Albany to
make the filtered water available in service.
MECHANICAL FILTRATION FOR PHILADELPHIA.
From a proposition of the Morison-Jewell Filtration Company
to the city of Philadelphia * the following data is by permission
extracted : —
Daily capacity of filters, 30,000,000 gals.
Rate of filtration per acre of sand area per day, 128,000,000 "
Time allowed for subsidence of water in settling-tanks, One hour.
Total cost of filters, foundations, and buildings, $300,000.00
Cost per 1,000,000 gallons of capacity, $10,000.00
* June 8, 1897.
OF THB
UNIVERSITY
198 THE PURIFICATION OF WATER.
The manufacturers' estimated cost for operation of these filters,
with an allowance of f grain of sulphate of alumina per gallon of
water, is given as $3.61 per one million gallons of water filtered,
which would be increased to $6.43 per million gallons if the con-
sumption of alum should be as high as 2 grains per gallon.
MECHANICAL FILTERS, ELMIRA, N.Y.
The city of Elmira, N.Y., is supplied with water from Morison-
Jewell mechanical filters, using sulphate of alumina as a coagulant.
These filters have a daily capacity of 6,000,000 gallons, and are
operated at the rate of 100,000,000 gallons per acre per day of 24
hours. The water passes through the settling-tanks by continuous
flow at a rate which is equivalent to the detention of the raw river
water in the tanks for about 30 minutes before it passes to the
filters. Dr. Ravenel,* of the University of Pennsylvania, has made
the following bacteriological analyses of the water before and after
filtration.
The first of the following tables gives the bacterial results for
mechanical filtration without a coagulant, while the second shows
the bacterial efficiency with basic sulphate of alumina used at the
rate of 1.4 grain per gallon of water : —
BACTERIAL CONTENTS OF WATER, WITHOUT COAGULANT.
DATE.
RAW WATER.
AFTER PASSING
SETTLING-TANK.
FILTERED WATER.
June 10, 1897.
885 per c. c.
746 per c. c.
36 per c. c.
11 "
513 » «
556 « »
Samples lost.
12 "
625 « «
527 « "
40 per c. c.
13 «
351 " "
208 " «
132 « "
14 «
434 « «
366 " "
34 « "
15 «
425 « «
216 « «
13 « "
16 «
566 " "
407 " "
15 « "
17 "
432 » "
358 " "
21 " «
BACTERIAL CONTENTS OF WATER, USING BASIC SULPHATE OF ALUMINA
1& GRAIN PER GALLON OF WATER.
DATE. RAW WATER. sSuN™. FILTERED WATER.
June 10, 1897. 885 per c. c. 576 per c. c. 26 per c. c.
11 « 513 " " 413 " « 40 » "
12 « 625 » « 457 " " 12 » "
Communicated by the Morison- Jewell Filtration Company, New York, July, 1897.
MECHANICAL FILTERS. 199
DATE.
RAW WATER.
AFTER MASSING
SETTLING-TANK.
FILTERED WATER.
June 13, 1897.
351 per c. c.
129 per c. c.
10 per c. c.
14 "
434 « «
258 « «
0 " "
15 «
425 " «
333 » «
6 " «
16 «
566 " «
315 « «
13 « «
17 «
432 « »
117 « «
12 " «
In these tests the water was taken from the Chemung River,
and carried for short intervals of time in settling-tanks. For the
first test without, and for the second test with a coagulant.
The average numbers of bacteria, and bacterial efficiencies
of sedimentation and filtration, without a coagulant, were as fol-
lows : —
Average bacteria in river water, 529 per c. c.
Average bacteria in subsided water, 423 " "
Average bacteria in filtered water, 26.5 " "
Reduction of bacteria by subsidence, 20 per cent.
Reduction of bacteria by subsidence and filtration, 95 " "
(In striking the average of bacteria per c. c. for the filtered
water without a coagulant, the determination for June 13 is
omitted ; as the figures given clearly indicate an abnormal result,
the cause of which is not explained in the excerpt of the report
in possession of the author.)
In the second test a coagulant was used, with the following
average numbers of bacteria per c. c. of water and bacterial
efficiencies, by subsidence and filtration : —
Average bacteria in river water, 529 per c. c.
Average bacteria in subsided water, 325 " "
Average bacteria in filtered water, 15 " "
Reduction of bacteria by subsidence, 38.6 per cent.
Reduction of bacteria by subsidence and filtration, 97.16 " «
The addition of sulphate of alumina to the Chemung water
increased the efficiency of subsidence and filtration 2.16 per cent,
but in this instance the percentage reductions are of minor
importance to the low numbers of bacteria found in the fil-
trates.
200 THE PURIFICATION OF WATER.
THE USE OF ALUM FOR FILTRATION.
If the decomposition of alum in mechanical filters depends
upon the amount of bases, as lime, soda, etc., in the water, then
no free or unappropriated sulphuric acid can at any time be pres-
ent, because all such will be found in combination with the alu-
mina (alum), or with the lime, etc., as sulphates ; and in this
case an excess of alum applied to the water would result in a
hydrated sulphate of alumina, some of which may appear in the
nitrate. Alum can be dissolved in distilled water wholly free from
organic matter or earthy salts ; but no decomposition of the alum
will in such case occur, because of the lack of a base to appro-
priate or unite with the sulphuric acid. Astringency would be
imparted to the water ; and a physiological question then arises,
upon the effect on the absorbent vessels of the digestive tract, of
the continuous use of water containing an astringent.
So far as information from medical sources has come to the
author upon this question, it indicates an objection to the continu-
ous use of a drinking-water purified by alum ; the disorders trace-
able to it being impaired digestion, irritation of the mucous
membrane of the stomach, and when gastric troubles already exist,
a dangerous aggravation of these may follow the continuous use
of water containing perceptible astringent properties. For the
bath and laundry, and for some industrial purposes, water puri-
fied by an addition of alum is well known to be objectionable.
When mechanical filters are used for the treatment with alum
of polluted soft waters, as are the waters of many of the rivers
of the central and western portions of the United States, lime as
milk of lime is sometimes added to the water before the alum is
introduced, to furnish a base for the sulphuric acid in the sulphate
of alumina to unite with. This practice, the author is informed, is
in use in several water- works supplied with Jewell filters, with an
improvement over the use of alum alone, in the quality of the
filtrate, and a reduced cost for chemicals. In the case of one city
using Mississippi River water, it is reported that, by the addition
of lime to the water, the work of the filters is more regular, and
the consumption of sulphate of alumina kept within 2 grains per
million gallons of water treated.
MECHANICAL FILTERS, 201
•
The superintendent of a Western water- works, in writing to
the author, says : —
" When the river is soft, which is the case after heavy rains, we use lime-
water in the pump-well, thus supplying carbonate of lime for the alumina to
act upon. This has proven an economical measure, as less alumina is required
when the carbonates are present in large quantities, and compared with sul-
phate of alumina, lime is inexpensive."
The published circular of one of the prominent manufacturers
of mechanical niters contains the statement : " As a general rule,
when operating niters at full capacity . . . the amount of alum
. . . required varies from TV to 2 grains per gallon," and "within
certain limits the alum required is inversely proportional to the
rate of filtration." The smaller amount of alum mentioned (yV
grain per gallon) is very much less than the amount reported to
the author from any public water-works which employs mechan-
ical nitration. Indeed, the larger amount (2 grains per gallon)
seems to more nearly represent the consumption of alum in
practice.
The author has been informed by manufacturers and users
of mechanical filters, that one of the difficulties with the use of
alum in the waters of our Western rivers is the variable quantity
required for good results from day to day. That while \ grain
or less per gallon of water would be sufficient one day, 6 grains
would be necessary to obtain satisfactory results another day.
This represents not only a large cost for alum, but raises a ques-
tion of the reliability of a process of water purification subject to
such a wide range of behavior in actual service ; and this large
variation in the quantity of coagulant required, it is stated, is
not always accompanied by known corresponding changes in the
quality of the unfiltered water.
The table on page 202 shows the influence of rate of filtration
and variable quantities of alum per gallon of applied water on the
bacterial efficiency of the Lorain filters.*
Before dismissing this subject, the author desires to quote a
pertinent paragraph in conclusion of a report to the Philadelphia
* Ohio Sanitary Bulletin, Columbus, Ohio, October, 1897, p. 117.
202
THE PURIFICATION OF WATER.
LORAIN, OHIO, MECHANICAL FILTERS.
(From Examinations by MR. F. S. HOLLIS.)
BACTERIA PER C.C. OF WATER.
PERCENTAGES.
RATE OF FILTRATION.
ALUM.
BACTERIA
GALLONS PER ACRE
PER DAY.
GRAINS
PER GALLON.
LAKE WATER.
FILTRATE.
BACTERIAL
REDUCTION.
REMAINING
IN
FILTRATE.
66,489,984
2.58
1,441
16
98.9
1.1
68,999,040
2.50
385
6
98.4
1.6
69,626,304
2.27
367
9
97.5
2.5
80,289,792
1.07
154
14
90.9
9.1
71,508,096
0.94
189
26
86.3
13.7
Water Department, by Drs. N. Wiley Thomas and John Marshall,
on the subject of "alum " filtration for the city water supply : —
" It appears practically impossible to rapidly filter the city's supply with-
out the use of a coagulant ; and while any method of filtration must of neces-
sity be largely experimental, yet in view of the unsatisfactory results of our
examination of the water obtained from the Roeske filter, and in consideration
of the approximation of the Long Branch filter to the spirit of the specifica-
tions — the water after treatment being sensibly improved — (although it does
not literally fulfill the conditions in the specifications stated, yet it might pos-
sibly do so at Belmont), we beg leave to suggest the erection and operation of
a plant of the character proposed by the New York Filter Company at the
Belmont Water-Works, under the considerations proposed, provided that every
possible precaution be taken to prevent an excessive use of alum, if this sub-
stance be employed as a coagulant ; and, if the sulphate of alumina be selected,
that corresponding care be exercised that it shall be free from dangerous im-
purities, and shall be introduced only in sufficient amount to produce the
necessary coagulation ; and finally that limestone be made a part of the filter-
bed, to insure the presence of an adequate amount of lime compounds not
already converted into sulphate, to take up the products of the decomposition
of the alum, as well as to facilitate the breaking up of that compound."
An examination of the Manual of American Water- Works for
1897 reveals the use of various kinds of filters in the water-works
of one hundred and sixty-one cities and villages. About two-
thirds of this number are represented by the different forms of
mechanical filters, of which the largest works are collected in
the table on page 203. The daily aggregate capacity of all the
mechanical filters in water-works of the United States is about
190,000,000 gallons.
MECHANICAL FILTERS.
203
CITY.
DAILY
CAPACITY IN
GALLONS.
CITY.
DAILY
CAPACITY IN
GALLONS.
Wilkes-Barre, Pa.,
10,000,000
Cedar Rapids, Iowa,
4,000,000
Chattanooga, Term.,
9,000,000
Elgin, III,
4,000,000
Davenport, Iowa,
7,500,000
Newport, R. I.,
4,000,000
Atlanta, Ga.,
7,000,000
Burlington, Iowra,
3,500,000
Elmira, N. Y.,
6,000,000
Biddeford and Saco, Me.,
3,000,000
Oakland, Cal.,
6,000,000
Columbia, S. C.,
3,000,000
Quincy, 111.,
5,000,000
Decatur, III,
3,000,000
Bangor, Me.,
5,000,000
Greenwich, Conn.,
3,000,000
Little Rock, Ark.,
5,000,000
Keokuk, Iowa,
3,000,000
Knoxville, Tenn.,
5,000,000
Lorain, Ohio,
3,000,000
Niagara Falls, N. Y.,
4,500,000
Long Branch, N. J.,
3,000,000
Terre Haute, Ind.,
4,500,000
The only large city which has attempted to purify its water
supply by alum and mechanical filtration is New Orleans.* Louis-
ville, Ky., has been conducting experiments for the past two years
upon mechanical nitration with alum, the results of which are not
yet available by the public. The typhoid fever statistics of the
smaller cities using mechanical filters have not been compiled, but
the author's investigations along this line indicate a lower effici-
ency for rapid sand nitration with alum, than by plain slow sand
nitration as employed in the purification of polluted waters abroad.
" While much is claimed for the bacterial efficiency of mechan-
ical filters, the fact remains that the claims are not so firmly veri-
fied by scientific research as are those of slow sand filtration." f
REMOVAL OF IRON FROM GROUND WATERS.
From Mr. Baker's description of the mechanical filters used in
connection with the water-works of Asbury Park, NJ.,J the follow-
ing information has been drawn : —
The filters were introduced to reduce the amount of iron in the
ground water which constitutes the supply for these works. The
capacity is 2,000,000 gallons per acre per day, and each pair of fil-
ters consists of two steel tanks, 6 feet diameter and 28 feet long,
* Nineteenth Annual Report, New Orleans Water-Works Company, 1897, p. 5.
f Manual of American Water-Works, New York, 1897, p. N.
t Proceedings New Jersey Sanitary Association, 1895, p. 92.
204 THE PURIFICATION OF WATER.
of f-inch plates, with double riveted longitudinal seams. The first
tank of each pair of filters contains quartz or sand, and the second
tank contains animal charcoal. The depth of filtering material is
about four feet. During winter the filters are washed once every
24 hours, and during summer once every 12 hours. No coagulant
is used. Before reaching the filters the water is aerated by the
Pohle air lifts which are used to raise the water from the wells to
the receiving-tanks. The water is obtained from 7 wells, 4^-inch
casings, each 600 feet deep, and 2 wells, 6-inch casings, one 1,021
feet and the other 1,132 feet deep. The cost of the filters, includ-
ing foundations, is stated as 120,000.
From experiments by Dr. T. M. Drown the following net results
were obtained : —
The iron in solution in the water of the two deeper wells was
1.125 and 1.1378 parts per 100,000 respectively. For the 600
feet deep wells, from several determinations, the iron amounted to
0.1791 part per 100,000.
Aeration and filtration of the water gave the following reduc-
tions in the amount of iron : —
Filtering through sand alone, 87.9 per cent,
u « H a 92.7 «
« u « u 96.9 «
« « " " 95.5 "
u a n u 97.7 "
" " " and charcoal, 95.0 "
« " " " « 98.0 "
n n a. u a 98.2 "
Concerning the necessity of filtration through charcoal, Dr.
Drown says : —
" If we take the last two days only, when the pumps were working at their
maximum rate, the removal of iron by the sand filter was 98.3 per cent, and by
both filters 98.51 per cent, or only 0.21 per cent additional removal by the
charcoal filter."
The filters at Asbury Park have been in operation since Janu-
ary, 1895 ; they are of the pressure type, the water being pumped
under a pressure of 54.5 pounds to the consumers, with a loss of
3 to 5 pounds in passing the filters.
MECHANICAL FILTERS. 205
The reduction of iron in ground waters by aeration, and filtra-
tion through sand, has been practiced for some years in Germany.
Dr. Dunbar, the director of the Hamburg Institute of Hygiene,
has made quite an extensive investigation of the various processes
employed,* from which the following facts are taken : —
The earlier method, pointed out independently by Anklam and
by Oesten, consists of aeration of such water in long canals, or by
dropping the water in finely divided streams from an altitude of
2 meters (6.5 feet). With some waters this has given good re-
sults, with others it has failed almost entirely. Thus in one
instance the oxide of iron (Fe2 O3) was 1.10 mg. per liter in the
raw water, and 0 in the treated water, showing a complete reduc-
tion or removal of the iron. In another instance the reduction of
the iron oxide was only from 24 mg. to 20 mg. per liter, showing
a reduction or removal of only 16 to 17 per cent of the iron in the
untreated water.
The Piefke method consists of the percolation of the water
through a chamber filled with coke. The efficiency of this method
is said to be increased as the coke becomes covered with the iron
and other substances precipitated from the water. Upon a large
scale this method has reduced the iron in ground water from 40
mg. per liter to merely a trace.
The Kronke method of iron reduction in water consists of the
treatment of the water first by chemicals, usually a salt of iron,
and then by lime. By this process all the iron can be eliminated
from water. The chemicals consist of 1 gram of ferric chloride
and 5 to 10 grams of lime to 100 liter of water. The apparatus
required consists of a mixing-tank, a measuring-vessel, and a filter
to intercept the precipitated iron. The use of this process has
given reductions of the iron in the untreated water as shown in
the first table on the following page.
The cost of the iron salts and lime required by this method,
according to Dr. Dunbar, varies from ^ to \ cent per cubic meter
(264.2 gallons) of water.
The process for reduction of iron in water by flow through a
* " On the Nature and Treatment of Ground Waters Containing Iron, etc.," Zettschrift
fur Hygiene, vol xxii., 1896, p. 68 et seq.
206
THE PURIFICATION OF WATER.
OXIDE OF IRON IN WATER.
UNTREATED WATER.
MG. PER LITER.
TREATED WATER.
MG. PER LITER.
PERCENTAGE OF
REDUCTION.
8.00
0.10
98.75
9.20
0.00
100.00
10.00
0.00
100.00
1.95
0.10
94.87
24.00
0.15
99.37
bed of animal charcoal, in which the deferrization is due either to
oxidation in the pores of the filter, or to the influence of the calca-
reous constituents of the filter material, shows in some instances a
complete removal of the iron. Such filters diminish in efficiency
from day to day, but can be restored to their original capacity by
immersion of the animal charcoal in dilute hydrochloric acid. The
influence of time on. such a filter is shown in the following
table : * -
REDUCTION OF OXIDE OF IRON IN WATER BY FLOW THROUGH
A BED OF ANIMAL CHARCOAL.
DAYS OF
SERVICE.
ORIGINAL FEZ O3
MG. PER LITER.
AFTER FLOW
THROUGH FILTER
(FE203).
MG. PER LITER.
PERCENTAGE OF
REDUCTION.
1
. .
0.25
98.96
2
. .
0.25
98.96
3
. .
0.40
98.34
4
24.0
0.55
97.71
5
24.5
0.65
97.35
6
0.80
96.74
7
. .
0.75
96.94
8
. .
1.50
93.88
9
. .
2.50
89.80
10
.
1.50
93.88
11
1.40
94.29
The Massachusetts State Board of Health has very carefully
investigated the subject of iron in ground waters, and the follow-
ing paragraph has been taken from its Twenty-seventh Annual
Report : —
* " On the Nature and Treatment of Ground Waters Containing Iron, etc.," Zeitschrift
fiir Hygiene, vol. xxii., 1896, p. 135.
MECHANICAL FILTERS. 207
0
" Many experiments have been made at different times with a view to a
removal of the iron by oxidation and subsequent filtration of the water through
sand to remove the precipitated iron oxide. The results obtained by this
means have been very variable. But in general it may be said, that when the
iron is present in the water in small amount, say, not over 0.3 of a part per
100,000, the iron will separate out of the water almost completely on exposure
to the air for 24 to 36 hours, in the form of a rusty precipitate, which can be
removed entirely by filtration through sand at a rapid rate. Forced aeration
by filtering through sand with a current of air was found in almost all cases to
hasten the oxidation and separation of the iron oxide."
The performance of the iron reduction plant at Reading, Mass.,
from a series of analyses extending from July 27, 1896, to Oct. 6,
1896, indicates reductions ranging from 83.16 to 100 per cent of
the amount originally in the water. In this instance the plant con-
sists of a Warren mechanical filter, used with lime, forced aeration,
and sulphate of alumina, for the precipitation and coagulation of
the iron. In one instance the iron originally in the water is stated
as 0.356 part per 100,000, and in the treated water as 0.020
part per 100,000, showing a reduction of 94 per cent.* Analyses
by Professor Henry Carmichael, Boston, September, 1896, gave
the iron oxide in the original water as 0.1070 part per 100,000,
and in the filtered water as 0.0107 part per 100,000, showing a
reduction by the Warren process of 90 per cent.
* "Removal of Iron from Ground Water," M. N. Baker, Engineering News, Nov. 26,
1896.
208 THE PURIFICATION OF WATER.
CHAPTER XIII.
HAMBURG SETTLING-BASINS AND FILTERS.
THE following description of the water purification works at
Hamburg is based upon a very elaborate paper by Mr. Meyer, the
chief engineer.* These works were under construction at the
time of the cholera epidemic, September, 1892, and stimulated by
this awful calamity (which was largely due to the condition of the
water supply of the city), the work on the filters during the inter-
vening months was carried on day and night by the aid of electric
lights, and finished in May of the following year.
These works are the most modern in all proportions and ap-
pointments, and illustrate on a grand scale the combined effect
of sedimentation and filtration on the water from the River Elbe ;
a source of supply which will bear comparison with some of the
sewage-polluted rivers of this country.
The water is first pumped from the Norder Elbe into four
settling-basins, each 393.6 feet wide by 1,148 feet long, and 11.15
feet deep. The effective depth of these basins is stated as 6.56
feet, and the available water capacity of all as about 84,500,000
U. S. gallons. The usual time allowed for sedimentation is 19 to
30 hours, according to information furnished the author by Mr.
Rud Schroder, inspector of the Hamburg Water- Works.
These settling-basins are excavated in the earth, with inside
slopes three horizontal to one vertical. The bottom and slopes
are puddled, and covered with a pavement of brick or tile. Of
the total depth of water, 4.59 feet is below the invert of the
effluent pipe, and represents the space allowed for accumulation
of mud, silt, etc., in the bottom of the basin. The material pre-
cipitated by subsidence from the river water can from time to
* Das Wasserwerk der Frein und Hansestadt Hamburg, by F. Andreas Meyer, Ham-
burg, 1894.
HAMBURG SETTLING BASINS AND FILTERS.
209
time be flushed out of the basins through
a 36-inch cast-iron waste-pipe, which is con-
trolled by a stop valve in the embankment.
" The main conduit of
masonry, from the settling-
basins on Bill warder Island
to the filters on the Kalte
Hofe, is 9,020 feet long, 8.5
feet diameter, until it reaches
the group of filters, around
which it is reduced to 5.25
feet diameter for a length of
885.6 feet. From this main conduit short
branch pipes 3.936 feet diameter lead to the
influent chambers of each of the filters."
" The influent chamber to each filter con-
tains two compartments. In the first is placed
a double-seat (balanced) valve connected by
means of a lever or walking-beam to a float in
the second compartment, by means of which,
when the water on the filter reaches the de-
sired elevation, the valve is closed automatic-
ally. The water flows upon the filter through
two openings in the side of the chamber, the
bottoms of which are at the same elevation as
the surface of the sand in the
filters (see Fig. 13).
"All the filters except
one are rectangular in plan,
this one being shaped to
the topography of the island.
All the filters are open, and
constructed with inside slopes,
two horizontal to one verti-
cal. Sloped embankments were used, partly
because the marshy soil would not support
walls of masonry, and partly because the ac-
210 THE PURIFICATION OF WATER.
tion of the expanding ice on the paved slopes would not so readily
injure them."
According to the Hamburg officials, open filters have an ad-
vantage over closed filters in being more easily cleaned, operated,
and inspected. Exposure to the air can work no injury to the
water on the filter ; upon the contrary, it is held that the decom-
position of organic matter is aided by contact with the air. The
water in the settling-basins and filters, which becomes warmer than
the river water during the summer, is again cooled in the long con-
duits and covered reservoir.*
" The location of Hamburg, near the German Ocean, precludes
the probability of ice forming on the filters for long periods. It
should be mentioned, however, that during the winter the water in
the River Elbe is generally quite clear, and the intervals between
scrapings of the sand are therefore considerably lengthened.
" The Hamburg filters have very large dimensions compared
with other works, namely, 7,650 square meters (1.89 acre) each.
The objection to large filters heretofore has been that the clean-
ing of them is not so easily accomplished as are those of small
area. If this objection was real, there is no doubt that smaller
beds would be made of those now used in the Hamburg water-
works. The experience had with these filters seems to show that
the cleaning can be easily accomplished ; and there is no reason
why the beds should be made smaller than is necessary from an
economic standpoint, in order not to have an excess of filtering
area in reserve, or out of service during the time of scraping and
renewal of the sand. For this reason the size of the single filters
in any system of filtration should not exceed a given per cent of
the total filtering area. In these works, containing eighteen
filters, it does not appear that the unit area has been made too
large. By reducing the areas of filters, the walls of which are
sloped, a great deal of otherwise useful surface would be lost in
the increased length of embankments, the number of influent and
effluent chambers would be increased, and the land required for
* The author is informed that the water in the covered storage reservoirs at Rothenburgs-
ort is usually cooler by 2 degrees Fahr. in summer than the water as it is pumped from the
river to the settling-basins.
HAMBURG SETTLING-BASINS AND FILTERS.
211
a given effective filtering area would also be increased. Finally,
the cost of construction and operation of the works would be
increased on the one hand, while, on the other, the convenience of
operation would be diminished. It therefore seemed to be more
advantageous for Hamburg to have large filter-beds ; and the expe-
rience of four years has demonstrated that neither in the operation
of the filters, nor in the bacteriological results from the filtrate,
can any objection be found.
"The imperviousness of the filters and embankments in the
more or less sandy soil of the Kalte Hofe was obtained in the fol-
lowing manner : —
" Upon a layer of good marsh soil, 14 inches thick, was placed
a layer of plastic clay puddle 4 inches thick. The clay was pre-
pared either by ordinary clay-cutters, or by grinding in pug mills,
such as are used in the manufacture of tile and brick. The bot-
tom was paved with bricks laid flatwise in cement mortar, while
the inner slopes were paved with a layer of bricks on edge. The
upper edge of the slope paving was finished with a strip of con-
crete. The outer slopes of the embankments were sodded. The
embankments between
the filters were finished
with a gravel path, in
the middle of which the
narrow gauge railway
tracks for the sand cars
were laid.
"After the water has
percolated through the
sand and gravel to the
bottom of the filters, it
is received in collecting-
drains, constructed as
shown by Fig. 14. The main collecting-drain, which extends from
the effluent chamber of the filter, is built upon a separate founda-
tion in the filter-bed. It is 22 inches high, 32 inches wide in the
clear, with brick side walls, and cover stones of granite. Into this
the side drains, 7.5 inches high and 6 inches wide, are connected.
— Wafer
Sand
:*
Z Meters.
1 '6' )' z' V 4-' 5' <&' V 8' &' \0'
Fig. 14. Section of Main Drain and Filtering Materials,
Hamburg, Ger.
212
THE PURIFICATION OF WATER.
"The branch collecting-drains of brick, laid dry, are entirely
surrounded by gravel. The top of the granite slabs on the main
drain projects into the sand about 4 inches. The water which
collects in the gravel layer either flows directly into the main
collector, through openings in the brick side walls, or enters the
branch collectors through similar openings, and then flows to the
main collector. From the main collector the clear water enters
the effluent well shown in Fig. 15.
"The arrangement of the filtering materials is shown by Fig.
14. The water stands in the filter at about 3.6 feet above the
Chambt
!
1
,- H-
-4>~
D
-£--
o
-$-
.._!
i J
Main
&>//<?£
1
f/ng
i
a
Drair
j
^
\
V _-rt-
-A..
5'
i
3^ J
l£
Iniluent
Chamber
•L...
]Q
20
50 60
70
90 100 Meters.
20' 40' 60' ao' 100' «0'
Fig. 15. Plan of Filters, Hamburg, Ger.
sand, and must penetrate a thickness of 3.28 feet (one meter) of
fine sand, when the filter is first put in operation, which, upon
successive parings, may be diminished to a thickness of 16 inches.
The dirty sand is scraped off in successive thicknesses of three-
eighths to one-half inch, and conveyed to the sand washer to be
cleaned, and then takes its place again in the filter. The layer
of sand rests upon a layer of gravel 24 inches thick, the sizes of
which are so arranged that the upper finer material cannot pene-
trate the lower coarser material, and the latter cannot enter the
collecting-drains.
HAMBURG SETTLING-BASINS AND FILTERS. 213
ARRANGEMENT OF FILTERING MATERIALS.
„. . < Effective size, 0.30-0.34 mm. r .
Fine sand \ _ ^40 inches.
( Uniformity coefficient, 2.0 -2.3
Gravel, different sizes, 24 "
Total depth of filtering materials, 64 inches.
Head of water on filter, 42 "
"To clean the filtering materials after these were brought from
the various natural deposits, five sand-washing machines were
erected at different points on the work.
" The gravel which was taken from the pits had to be freed
from the mud and sand attached to it, and also assorted into the
various sizes corresponding to the layers in the filters. This
double object is accomplished by means of slightly inclined cylin-
drical iron drums, having numerous projections on the interior.
The gravel being placed at the upper end, the drum is revolved,
while numerous jets of water are played upon the material. At
the lower end are placed a number of shaking sieves of various
degrees of fineness, one above the other, by which the gravel is
separated according to the commercial sizes, and then falls into
wagons placed under the sieves.
" The sand is taken from pits and banks. Cylindrical iron drums
were also used for the purpose of cleaning the sand, arranged in
such a way that of the raw material, when threwn upon a shaking
sieve, the finer particles were washed through this sieve, leaving
the coarser material upon it. It was then introduced into the lower
end of the slightly inclined, slowly revolving drum (see Fig. 29).
" By means of a number of spiral vanes upon the inside of the
drum, with small intervening spaces, the mixture of sand and water
was conveyed to the upper end of the drum, where it was dis-
charged into a hopper. As the sand left the drum it was again
played upon by a strong stream of water, which was directed
partly into the interior of the drum, and partly on the sand which
was flowing out.
" By this arrangement the sand gradually came in contact with
cleaner water as it rose to the upper end of the drum, while the foul
water found an exit from the lower end of the drum. The washed
sand was then shoveled into dump cars and conveyed to the filters.
214 THE PURIFICATION OF WATER.
The small gravel obtained upon separation and grading of the sand
was washed, and used as the top layer of gravel in the filters.
During a day and night turn of the washing apparatus, the fil-
tering material prepared for use was about 2,614 cubic yards, for
which were required : —
8 drums worked on stone and coarse gravel.
4 drums worked on smaller gravel.
26 drums worked on sand.
The total quantity required (for eighteen filters) amounted, in
round numbers, to 104,640 cubic yards of gravel and stone, and
248,520 cubic yards of sand. For the cleaning of the stone,
gravel and sand, filtered water was used exclusively, except for
the materials which were placed in the first filter, for which, of
course, filtered water was not then available.
" The regulation of the quantity of water flowing from the fil-
ters is accomplished in the following manner. The effluent well
contains several compartments, through which the water must pass
successively. From the main collecting-drain, the water enters
the first compartment, and rises to an elevation corresponding to
the elevation of the raw water on the filter. The water passes
from the first into the second compartment over an adjustable
weir, by means of which the quantity flowing from the filters will
always be the same. The dimensions of the weir are such that
the lower edge can be placed at a point 2.30 feet below the water
level of the filter. When the weir is at its highest position the
flow of water is checked entirely, and the filter is taken out of
service (see Fig. 16).
"One attendant can regulate the position of the weirs, and
serve ten filters if necessary. To the weir is fastened a scale, and
a float placed about three feet to the rear of the weir operates a
pointer which indicates on the scale the difference in height of
the water levels. The float is placed to the rear of the chamber
to avoid the influence of the currents of water flowing over the
regulating weir.
"When the difference of height is constant, i.e., when the
pointer covers a certain mark on the scale corresponding to the
HAMBURG SETTLING-BASINS AND FILTERS.
215
quantity of water which the filter was in-
tended to yield, the flow over the weir will
be uniform for equal intervals of time.
Thus, if the rate of percola-
tion through the sand be
2.56 inches per hour, we can
deduce the height from the
formula, Q = a. b. h.
in which b — 1.0 m. : g =
9.81 m., the coefficient, a,
being obtained from obser-
vation of the fall of the un-
filtered water when the supply valve was
closed. The term a was deduced as 0.503,
and the quantity of water per second
was observed to be 0.136 c. m., and (usin
7,650 sq. m. as the useful area of a filter),
we obtain h = 0.155 m.
" It was intended to measure the quan-
tity of filtrate by the difference in height
between the water levels of the two well
chambers separated by the weir, and to regis-
ter this difference in height by an automatic
apparatus, but attempts in this direction have
not given satisfactory results.
" From the second of the well chambers
the water passes through an
iron pipe into a third com-
partment, and from this into a
branch canal 2.624 feet wide,
and then to its respective
branch clear-water conduit.
" In determining the size
of the filter works, a velocity
of filtration of 2.5 inches per hour, or 5 feet
per day vertical, has been used as a basis
(this is a measure of the quantity of water
216
THE PURIFICATION OF WATER.
leaving the filter when the influent valve is closed) ; and in opera-
tion the attempt is made to not exceed this rate of percolation,
and to avoid rapid changes in the rate of filtration. But variations
in consumption (as between holidays and week-days, or between
a warmer and a colder day) can Le compensated by a temporary
increase in the rate of filtration, as it will scarcely be possible to
have (at Hamburg) clear-water reservoirs of such size as will pro-
vide for large hourly variations in the demands for water.
It has not been proven by the experience with the Hamburg
filters to the present time that the filtrate is affected by such
variations in the rate.* In fact, the daily records of the operation
of the various filters indicate that, under certain circumstances,
there is no increase in the numbers of bacteria in the water when
the rate is changing.
The two following diagrams for Filters Nos. 12 and 16, which
have been compiled from the daily records of the Hamburg Hy-
gienic Institute, indicate the influence of changes in the rate of
filtration, on the bacterial contents of the filtered water.
k
2,000,000
1,000,000
Filter No.\2.
Fig. 17. Diagram Showing Operation of Filter No. 12, Hamburg, Ger.
Filter No. 12 was started in service Dec. 12, 1893, and stopped
for scraping of the sand Jan. 27, 1894, having run without inter-
ruption for 47 days. Filter No. 16 was started Dec. 6, 1893, and
stopped Jan. 25, 1894, having run without interruption for 51 days.
* April, 1897.
HAMBURG SETTLING-BASINS AND FILTERS.
217
These two diagrams are an interesting study of the operation
of plain sand filters on a large scale. Referring to that for Filter
No. 12, it will be noted that the rate of filtration was 1,689,096
gallons per acre per day, for the first 24 days. On the 25th day,
the rate was 1,900,224 gallons per acre, for the 26th day, 1,951,972
gallons, and on the next day it was again 1,689,096 gallons per
acre ; after which, to the 47th day, the rate varied from 1,329,379
gallons to 1,900,224 gallons per acre per day.
During this interval of time the bacteria per cubic centimeter
ranged from 23 colonies on the 44th day, to 93 colonies on the
17th and 19th days ; never reaching the limit assigned by the
K- December 1893. ->!< January 1&94. -X
2,000,000
1,000,000
Filter No. 1 6.
Fig. 18. Diagram Showing Operation of Filter No. 16, Hamburg, Ger.
German Imperial Institute of Hygiene (100 colonies per cubic
centimeter of the filtrate), and averaging, for the whole time
the filter was in service, 47 colonies per cubic centimeter of the
filtered water.
Filter No. 16 was operated for a period of 30 days at the rate
of 1,689,096 gallons per acre per day, then for one day at the
rate of 1,900,224 gallons per acre per day, then for one day at
the rate of 1,951,972 gallons, and for the next two days at the
standard rate of 1,689,096 gallons per acre per day ; after which,
for the remainder of the period of 51 days, the rate varied from
1,329,379 gallons to 1,900,224 gallons per acre per day.
For the 51 days of service of the filter, the bacteria per cubic
218
THE PURIFICATION OF WATER.
centimeter of filtrate varied from 55 colonies on the 2d day of
service to 6 colonies on the 25th day, the average for the whole
time being 21 bacteria per cubic centimeter of filtrate.
The general bacterial efficiency of the Hamburg filters is
shown by the following table : —
SOURCE OF SAMPLE.
BACTERIA PER C. C. OF WATER.
Unfiltered water from the Elbe,
From the filters,
Average bacterial reduction, per cent,
800-3000
20- 30
98.64
Whenever a filter has reached a point in its periodical " run "
where it requires a head of water on the sand in excess of the
maximum allowed, viz., 42-44 inches, in order to obtain the
standard rate of delivery, it is taken out of service, the sand
scraped, and after observing the usual precautions in refilling, is
started again.
At Hamburg the drainage pipes of the filters are 20 inches
diameter, and controlled by an ordinary stop valve. All the drain-
age pipes discharge into a common masonry conduit or sewer about
4 feet diameter, which traverses the Kalte Hofe, and connects with
a pump well on the bank of the River Elbe.
(Mr. Meyer is silent upon the manner of discharging the
contents of this pump-well. Water drawn from the bottom of a
filter after it is taken out of ' service will be filtered water, and if
not changed in quality in passing through the drainage conduit,
could with safety be pumped into the clear-water conduit which
conveys the water from the filters to the clear-water basin at
Rothenburgsort. The first run of a filter after it is started in
operation is probably also discharged into this same drainage con-
duit or sewer, and collected finally in the same pump-well, from
which it should be pumped into the river. The double use of
this drainage conduit is open to criticism. In one aspect of the
case it indicates the waste of filtered water which might, with a
proper arrangement of pipes or conduits, be saved and used ; and
in another, the possible after pollution of water which had left
the filter in condition for domestic use.)
HAMBURG SETTLING-BASINS AND FILTERS. 219
0
To refill and start a filter, water from the clear-water conduit
is allowed to flow backward through sluice gates in the effluent
well to the central collecting-drain, from this to the lateral brick
drains, and finally upward through the gravel and sand until it
stands at a depth of eight inches above the surface of the sand.
Further filling is then accomplished by opening the valve in the
influent chamber, after which the automatic float and valve in this
chamber, in connection with the adjustable weir in the effluent
chamber, regulates the head on the sand and the discharge of the
filter, within the limits fixed in practice.
Each filter is connected with a clear-water conduit of brick
masonry 8.5 feet diameter, 2,460 feet long, which lies parallel to
the dike of the Elbe. This conduit at one point is connected with
the old conduit through which the water was taken from the river
for the old settling-basins prior to May, 1893. The connection
was made by means of a side-shaft, and so arranged that, during
the construction of the filters, each filter could be allowed to dis-
charge its filtrate into the old conduit ; and after a sufficient num-
ber of filters were put in service to supply the whole quantity of
water consumed by the city, the connection between the old
intake from the river and the new filtered-water conduit was tem-
porarily closed. During September of 1893, a leak was discovered
in the temporary bulkhead, and the connection between the old and
new conduits was closed with a permanent bulkhead of concrete.
From the clear-water conduit on the Kalte Hofe, the water is
carried by an inverted siphon of welded steel pipe 6.56 feet dia-
meter, across the Billwarder Bay, to a basin or clear-water reservoir
on the Rothenburgsort, from which the filtered water is pumped
to the city.
The clear-water basin is covered with a masonry vaulting rest-
ing on pillars, the arches of which are coated with a layer of
asphalt, to exclude the water which may percolate through the
earth and sand which is placed above the arches, and the whole
covering is finally finished with a layer of sod. Drain tile is
placed over the arches, to carry off the seep water which may find
its way through the covering.
The capacity of the clear- water basin (1897) is stated to be
220 THE PURIFICATION OF WATER.
6,182,280 U. S. gallons, while the average daily consumption of
water for 1896 is given as 31,524,080 gallons, indicating that this
clear-water reservoir was filled and emptied about five times each
day. The maximum daily consumption for 1896 was 38,407,811
gallons, at which time the clear-water basin contained less than
four hours' average consumption. The author is informed that,
during the summer, the temperature of the water falls about 2°
Fahr., between the river and the clear-water reservoir, while in
the winter the temperature rises between these two points about
the same amount.
The average length of " run " of a filter between scrapings,
at Hamburg, is about forty days. But, as the author is informed,
under favorable conditions of the water from the river, during the
winter of 1896-1897, one filter successfully delivered, between
scrapings of the sand, a column of water 105 m. (344.5 feet)
high, which is equivalent to 112,215,438 U. S. gallons per acre, or
at the standard rate of percolation for these filters (1,689,096 gal-
lons per acre per day), represents an uninterrupted service for 66
days.
The average daily per capita consumption of water by Ham-
burg for 1896 was 50 U. S. gallons.
THE SCHRODER SAND-WASHER.
The sand-washers now in use at the Hamburg Water-Works
are the invention of Mr. Rud Schroder, inspector of the filters ; and
each set consists of seven conical boxes or hoppers of iron or steel,
in the lower ends of which are fitted Korting ejectors. Filtered
water under a head of thirty-six feet is supplied to the ejectors
from a manifold, while the sand is fed into the first hopper by
manual labor. The mixture of sand and water is carried up
through a vertical pipe by the action of the ejector, and dis-
charged into the next hopper of the series. The current of water
through the ejector performs two offices; one, the transportation
of the sand from hopper to hopper, and the other, the separation
and washing of the dirty sand. The dirty wash-water overflows
the upper edges of the hopper, and is carried off by suitable
HAMBURG SETTLING-BASINS AND FILTERS.
221
troughs. Seven hoppers of the form shown in the drawing (Figs.
19 and 20) are found sufficient to effectually wash the sand
scraped from the filters, and restore it to a condition fit to go
into the filters again.
From the vertical pipe in each hopper a trough conveys the
mixture of sand and water to the next hopper of the series. By
Fig. 22, it will be seen that these ejector washers are arranged in
sets of two, each set consisting of a sand-chute, a small receiving-
Sand-Washing Plant, Hamburg, Ger.
Fig. 19 (Hopper No. 7).
Fig. 20 (Hopper No. 2).
hopper at the bottom of the sand-chute, and six larger elevated
hoppers. From the last hopper the washed sand is discharged
onto a platform, from which it is shoveled into the tram-cars.
The surplus water from the sand is conveyed away by troughs to
the rear of the platform.
These hoppers are about 2 feet 6 inches square, excepting the
first of the series, which is 2 feet square. The first hopper which
receives the sand is about 1 foot 8 inches deep, while the remain-
ing hoppers are about 2 feet 2 inches deep. The converging
chute into which the " fouled " sand is dumped is 4 feet 2 inches
222
THE PURIFICATION OF WATER.
Fig. Z4.
Transverse Section C— D
Sand-Washing Plant, Hamburg, Ger.
HAMBURG SETTLING-BASINS AND FILTERS. 223
•
by 6 feet 6 inches at the top, and 4 feet deep. This is provided
with a gate and screen at the bottom, through which the flow of
sand to the first of the washing-hoppers is regulated. The water-
pipe from the manifold to the ejector is \\ inches diameter, and
the elevator pipe above the ejector is 3 inches diameter. A chilled
iron throat is screwed into the lower end of the elevator pipe to
resist the grinding action of the mixture of sand and water.
From Mr. Schroder's description of this apparatus,* as used
with the Hamburg filters, one complete set of washers and all
appurtenances cost about $2,400. Four sets of washers are suffi-
cient for the service of 18 filters of 1.89 acres each, or 34 acres of
filtering area. The expenditure of water per cubic yard of sand
washed averages 4,043 U. S. gallons, applied under a head of 36
feet. As stated before, filtered water only is used for sand-wash-
ing. This style of washer is regarded at Hamburg as being more
economical in labor than the drum washers employed at Berlin
and in the London Water-Works, although requiring about twice
the quantity of water for washing the sand and operating the
ejectors.
The capacity of one set of the Hamburg sand-washers is
stated by Mr. Schroder to be 4 c. m., or 5.23 cubic yards, of sand
cleaned per hour. The author is informed that these ejector sand-
washers have been in constant service since 1894, cleaning annu-
ally about 25,000 c. m. (32,675 cubic yards) of "fouled " sand from
the filters, and have during this time given entire satisfaction.
The following notes are from the operation of these Water-
Works for 1896 : -
Total consumption of water for all purposes, 11,506,300,000 U. S. gallons.
Consumed in washing sand from filters, 91,800,000 U. S. gallons.
Percentage of filtered water required by the Schroder sand-washers, 0.80.
(In Chap. XVII. it will be noted that the English type of sand-
washers, in use at Berlin, and formerly used at Hamburg, require
about T4o of one per cent of the filtered water for washing the
"fouled" sand scraped from the filters.)
* Zeitschrift des Vereines Deutscher Ingenieure, vol. xxxix., Hamburg, 1894.
224
THE PURIFICATION OF WATER.
THE MAGER SAND-SCRAPING DEVICE.
The winters of Hamburg have been sufficiently rigorous since
the filters were started in service to produce some inconvenience
in the scraping of the sand-beds after the ice forms on the water,
which has occurred as early as November, and continued until late
in February. The following diagram, from the records of the
Hamburg Water- Works, illustrates the time of formation, duration
and thickness of the ice-cover over the niters, during the winter
of 1896-1897.
, 1696 ->*• r 1897
Nov. — ->|< December- >j<- - January >K -February >
. Zl 26 11 6 II 18 21 26 311 6 II 16 7>f 26 3l'l 6 II 16 21 26
Fig. 25. Diagram Showing Ice on Filters, Winter of 1896-1897, Hamburg, Ger.
From this diagram it will be seen that the ice began to form
on the filters Nov. 23, 1896, and continued until Feb. 27, 1897,
attaining a thickness of about 13 inches. During this time sev-
eral of the filters in service were cleaned by the Mager apparatus,
to be described.
Before the invention of the Mager sand-scraping apparatus the
filter-beds were cleaned by hand-dredging from the after end of a
scow, which was slowly moved across the water from side to side
of a filter, by means of a wire rope stretched from bank to bank,
which engaged with a whim or capstan mounted on the scow. In
order to conduct the work in this manner, it was necessary to first
cut away or break and remove the ice from that portion of the
water where the traverse of the scow and scrapers was to be made.
The scrapers were mounted on long poles, and provided with bags
or other receptacles for the sand scraped from the surface of the
HAMBURG SETTLING-BASINS AND FILTERS. 225
bed. As rapidly as these receptacles were loaded, the scow was
stopped, the scrapers and accumulation of "fouled" sand lifted on
board and dumped. The scrapers were then put in position again,
and the motion of the scow resumed across the filter.
The traverse of the scow and hand-scrapers was from side to
side of the filter, reversing the position of the scrapers with each
traverse, and shifting the position of the wire rope a distance equal
to the width of the swath or path scraped during the preceding
traverse.
The hand scrapers were always worked from the after end of
the scow, and upon accumulating on board a load of " fouled "
sand, this was wheeled to the bank, and carried to the sand-
washers.
Fig. 26. Device for Scraping Ice-Covered Sand-Filters, Hamburg, Ger.
By successive traverses from slope to slope the whole area of
the sand-bed was scraped, and the filter restored to service.
The use of this apparatus required the breaking of the ice over
the whole water area, and involved an expense of labor and time
which brought about the invention of the apparatus shown in
Fig. 26.
The Mager device consists of a large float which impinges
against the under side of the ice cake, and a metal scraper hung
from the float by a pair of oscillating arms. Two chains, con-
nected to the scraper and the float, limit the oscillation of the
arms, and with reference to the float, regulate the depth of the
swath cut in the surface of the sand. To the scraper is attached
a bag which receives the "fouled" sand as it is cut from the sur-
226 THE PURIFICATION OF WATER.
face of the bed. The float and scraper is introduced at one end
of the filter under the ice, and by means of two capstans, placed
one upon each of the two longer embankments of the filter, and
two wire ropes attached to the float, the float and scraper is
dragged from side to side of the filter without removing or break-
ing the ice-cover.
When the scraper has made a full traverse across the filter, by
pulling upon one of the two lines connected with the sand-bag, it
is turned inside out like a stocking, and the contents emptied on
the inner slope of the embankment. Upon traversing the filter in
the opposite direction, the scraper is reversed, and upon reaching
the further slope the sand is discharged by pulling upon the other
line and reversing the bag. In this manner the float and scraper
is drawn from side to side of the filter until the whole bed of sand
is scraped, the " fouled " sand being left upon the slopes or at the
edge of the sand-bed.
As each traverse is made, the capstans on the embankments
are moved along the filter a distance equal to the width of the
swath cut in the sand by the previous traverse of the scraper.
This apparatus requires only the cutting away of a narrow strip
of ice at each end of the filter, and at the side slopes, for the intro-
duction and removal of the float and scraper, for the operation of
the wire cables which drag the float under the ice from side to
side of the filter, and for handling the lines which reverse the
sand-bag and discharge its contents.
A comparison of the time required to scrape the sand-bed with
the scow and hand scrapers, with the time required by the Mager
float and scraper, indicates a reduced cost of labor for the latter ; and
a comparison of the after periods which the filter will run, and the
volumes of water delivered before a new scraping is required, in-
dicates a gain in the efficiency of the filter ; i.e., the periods of sub-
sequent operation are longer, and the quantities of water delivered
by the filter are greater, than with the apparatus previously in use.
From tables in a paper by Mr. E. Mager, descriptive of this
apparatus,* the following data are derived : —
* Process of Cleaning the Open Filters of the Hamburg Water-Works During the Winter.
By Ed. Mager, Engineer, Hamburg, 1897, pp. 4, 6.
HAMBURG SETTLING-BASINS AND FILTERS. 227
. BY THE OLD METHOD OF SAND-SCRAPING.
Average time required to clean one filter, 4.3 days.
Least " " " " 3 «
Greatest « " " " " " 7 «
Generally 4 days were sufficient to scrape the
sand from a bed of 1.89 acres area.
Average length of time the filters were in ser-
vice after scraping, 15 "
Least time the filters were in service after
scraping, 4.0 "
Greatest time the filters were in service after
scraping, 29.0 "
Generally the filters were in service after scrap-
ing, 17.4 «
Average yield of (one) filter after scraping, 28,493,336 U. S. gallons.
Least yield, 7,040,402
Greatest yield, 48,725,085 « «
Generally the average yield after scraping the
sand was, 33,588,010 « «
Upon a second scraping of one filter by the former process,
6 days were required to remove the " fouled " sand, after which the
filter was in service for only 5 days, and the yield was 7,645,155
gallons.
With the Mager apparatus for scraping the sand-bed under the
ice, the average time required for the cleaning of three filters was
2.3 days each. The average period of operation of the filters was
17 days, and the yields of filtered water were as follows : —
Average yield, 38,774,256 U. S. gallons.
Least " 24,767,165 «
Greatest « 57,910,790 «
Upon a second cleaning, one of the filters required 5 days for
scraping the sand, with an after operation of 12 days, and a yield
of 19,235,873 gallons.
Generally, after cleaning the sand-bed with the Mager apparatus,
the yield of filtered water is from one-third to one-half as much as
when the same bed is laid dry and scraped with shovels in the
usual way.
228
THE PURIFICATION OF WATER.
At present the average time required for the scraping of a sand-
bed of 1.89 acres with the Mager apparatus is about 40 hours.
Referring to the diagram (Fig. 25), during the interval of time
when the surface of the water on the niters was frozen, niters were
cleaned with the Mager apparatus as follows : —
NUMBER
OF
FILTER.
DATE OF
SCRAPING.
DURATION OF
AFTER SERVICE.
DAYS.
NUMBER
OF
FILTER.
DATE OF
SCRAPING.
DURATION OF
AFTER SERVICE.
DAYS.
7
December 10,
16
January 1,
7
January 11,
31
16
January 22,
21
7
January 14,
6
January 9,
7
February 15,
32
6
February 21,
43
8
December 26,
4
January 16,
8
January 15,
20
4
February 7,
22
8
January 19,
12
January 22,
8
February 9,
21
12
February 24,
33
Another method which was resorted to during the past winter
for scraping the sand-bed is described by Mr. Schroder. The ice
was cut away from one-half the bed, and the water level lowered
until the ice-cake rested on the sand. Workmen were then put
upon the dry portion of the bed, and removed the "fouled" sand
by hand-scraping. The filter was then filled with water, the ice-
cake floated over to the opposite side, and the water again lowered
until the remaining half of the filter was laid bare. This half was
then scraped by hand in the same manner, after which the filter
was filled and put in regular service. An operation like this of
course requires that the temperature of the air shall be above the
freezing-point during the interval of time when the water is off
the filter.
About the first week of November, 1897, the daily newspapers
of the United States contained an account of an epidemic, or un-
warranted increase, of typhoid fever in Hamburg during the fall
of that year. Desirous of ascertaining if this was caused by the
failure of the filters to properly purify the raw Elbe water, or if
the increase in typhoid was traceable to other causes, the author
requested an explanation of the Hamburg officials ; and from the
letter in reply the following quotations are extracted : —
HAMBURG SETTLING-BASINS AND FILTERS. 229
" The investigations by the Medical Board *have shown that
the increase in typhoid fever during the fall of 1897 was due
either to the use of raw milk or unfiltered Elbe water, and there
was no evidence to show any connection between this rise in the
typhoid rates and the filtered public water supply.
"The use of the raw water for drinking-purposes is partly due
to the following facts : -
" For a time after our epidemic of cholera in 1892 (when natu-
rally the people had a dread of the unfiltered Elbe water), no cases
of typhoid occurred. With the lapse of time, this fear of the raw
river water has somewhat subsided ; and notwithstanding the warn-
ing signs set up at frequent intervals along the harbor against
using (for drinking or dietetic purposes) the unfiltered river water,
some people associated with the river interests are reckless enough
to use this water.
" Excepting such cases as were due to raw (unsterilized) milk,
it may therefore be of interest to you to know that all other cases
of typhoid fever have been stated by our Medical Board as being
derived from the use of raw river water in the harbor, and not
from the use of our filtered water, which remains up to date of
excellent quality."
230 THE PURIFICATION OF WATER.
CHAPTER XIV.
THE FILTERS OF THE BERLIN WATER-WORKS.
THE original filters of the Berlin Water- Works at the Stralau
station, built in 1855-1856, were uncovered, and as described by
Mr. Kirkwood,* consisted of six beds, with an area of about 4.86
acres, or 0.81 acre to each filter. The filtering materials consisted
of small boulders, gravel, and sand. No lateral drains were used to
convey the filtered water to the central drain, the boulders at the
bottom of the bed performing this office.
The arrangement of the filtering materials was as follows : —
Fine sand at top of bed (effective size, 0.35 mm.), 18 inches.
Coarse sand, 12 "
Coarser sand, 6 "
Gravel under the sand, and boulders at bottom of filter, 22 "
Total depth of filtering materials, 58 inches.
Depth of water on filters, 54-60 "
According to Mr. Kirkwood, ice from 15 to 20 inches in thick-
ness had formed over the filters during " long and severe winters ; "
and as a protection to the filter walls, the ice-cake was broken
around the edges " by workmen appointed to that duty." This
difficulty with the ice, and the impossibility at that time of properly
cleaning the sand-beds in winter, led to the adoption of covered
filters in the Lake Miiggel Works, to be described. As originally
constructed, the filters at the Stralau station were open ; but since
1893 these filters have been covered.
The new water-works of Berlin are located on the north shore
of Lake Miiggel,f a branch and enlargement of the River Spree,
* Filtration of River Waters, by J. P. Kirkwood, 1869, p. 112.
f The Filtration of the Miiggel Lake Water Supply, Berlin, by Henry Gill, Institution of
Civil Engineers, London, 1895, p. 14.
THE FILTERS OF THE BERLIN WATER-WORKS.
231
about 12 miles from the center of the city. *Lake Miiggel, so-
called, is 2.90 miles long and 1.43 miles wide, with a depth over
the greater part of the area of 26£ feet.
Unaltered Water
Inlet Pipe
Pilfered Water
Out-let Pipe
Washout Pipe
Fig. 27. Plan of Filters at Lake Miiggel, Berlin, Ger.
The works are designed to supply 47,280,000 gallons of water
per day, and contain 44 filters, each of an area of 0.576 acres,. or a
total sand surface of 25.344 acres, divided into four groups of 11
232 THE PURIFICATION OF WATER.
filters each. It is assumed in these works that 3 filters of each
group will at all times be out of service for cleaning and renewal of
the sand, or be held in reserve ; hence T8T of the total filtering
capacity only will be available. The estimated rate of filtration
is 2.448 gallons per square foot of sand surface per hour, or
2,559,237 gallons per acre per day. The available filter area is
assumed to be 18.432 acres, and the daily capacity as 47,171,856
gallons per day.
The filtering materials are arranged as follows : —
Fine sand at top of bed (effective size, 0.35 mm.), 24 inches.
Gravel, 12
Boulders, 12 "
Total depth of filtering materials, 48 inches.
Head of water on filters, maximum, 31.5 «
Head of water on filters, minimum, 3.6 "
(Mr. Gill estimates the voids or water space in the compacted sand as
J of the whole mass.)
The rate of discharge from a filter is a nearly constant quan-
tity ; and to effect this with an increasing head on the sand-bed, the
water flows from the effluent chamber to the clear-well through a
submerged orifice, the head over which is maintained at a uniform
height by the adjustment of a sluice gate, placed in the division
wall of the effluent chamber, between the sluice chamber and the
weir chamber. The adjustment of the gate from day to day serves
to maintain the difference of level between the water on the filter
and the water in the sluice chamber, to obtain the desired rate of
percolation through the sand, and the proper head on the sub-
merged orifice in the weir chamber. (See Fig. 28.)
By this device (the invention of Mr. Gill) any variation in the
demand for water can neither increase nor diminish the rate of
flow through the filters, and will only lower or raise the level of
water in the clear-well.
The Muggel filters are covered with groined arches, the sup-
porting piers of which are placed 14.37 feet center to center in
each direction. At the center of each arch over four piers, an
opening is placed, which admits of a thorough lighting up of the
bed of sand for the purpose of cleaning.
THE FILTERS OF THE BERLIN WATER-WORKS.
233
According to the experience at Zurich, the cost of operating is
lower for the closed filters than for the open filters,* while the re-
verse seems to be true at Berlin ; for the closed filters are said to
entail a cost of $10.00 f per million U. S. gallons, the highest cost
for any European filtration works from which reports have been
obtained by the author. Aside from the special difficulties due to
the formation of ice on the open filters in climates like that of Ber-
lin, the cost of scraping, removing, and renewing the sand should
Filter
Showing Level of Water
in Sluice Chamber.
Fig. 28. Plan of Regulating Chamber.
(Gill on the Filtration of the Miiggel Lake Water-Supply.}
be the least with open filter-beds, and why the closed filters at Zu-
rich (after omitting the charge for breaking the ice) should cost
less for operating than the open filters, requires some explanation.
At Berlin the clear-water reservoir is also covered with a
masonry vaulting; and the whole work, as described by Mr. Gill,
is of the most substantial kind.
* Water Supply of Ziirich, Preller, p. 37.
f Said to include interest and sinking-fund charges.
234 THE PURIFICATION OF WATER.
The new water-works at Lake Miiggel were planned to supply
a population of 1,700,000 with an allowance of 27.5 U. S. gallons
per capita, which would indicate an approximate present pumpage
and filtration of 46,750,000 U. S. gallons of water per diem.
From an elaborate description by the late Mr. Henry Gill of the
method for operation of the filters at Lake Miiggel, the following
resume is taken.
The filter is started in service by filling from below with filtered
water. The water is allowed to percolate slowly upward through
the bed of sand in order to displace the air and fill all the voids
between the sand-grains. In filling a filter the influent and efflu-
ent gates are closed, and the water drawn back through an inde-
pendent valve and pipe from the clear-well. As soon as the water
has risen 4 inches above the bed of sand, the influent gate is
opened, and further filling is cautiously conducted with unfiltered
water. After a head of 1.6 feet above the sand has been attained,
the unfiltered water is quickly run on the filter until the full ope-
rating head is reached. Mr. Gill recommends that a filter be filled
at a rate of not more than 4.7 inches per hour, to avoid disturbance
of the sand.
After a filter has been filled, it should be rested with the water
over the sand-bed for 24 hours, in order that the pores of the sand-
bed may be partially closed by sedimentation ; and in cases when
this length of rest is inadmissible, and the filter must be put in
service earlier to maintain the supply of filtered water, it should
be brought very gradually up to its normal work.*
Sudden variations in head or pressure on the sand-bed should
be avoided, to prevent injury to the film of silt and the products
of bacterial action at the surface of the sand. After the normal
rate of filtration has been attained, the deposit on the surface of
the sand increases from day to day, and the effective head neces-
sary to obtain the normal discharge of water from the filter will
also have to be increased by adjustment of the sluice gate in the
* In the Journal of the Sanitary Institute, October, 1895, p. 387, Professor Percy Frank-
land says : —
" It is of importance to hasten the formation of the surface slime ; and to this end the water
should be run onto the filter, and left there undisturbed for twelve hours before filtration is
actually commenced."
UNIVERSITY
THE FILTERS OF THE BERLIN WATER-WORKS. 235
•
effluent chamber. With these filters, according to Mr. Gill's rules,
when the difference of water level on the sand-bed and in the
sluice chamber reaches 1.64 feet, the filter must be taken out of
service.
Upon taking a filter out of service the influent and effluent
valves are closed, and the water level lowered to the layer of gravel,
or to the floor of the filter, no water being left in the bed of sand.
It is desirable, each time a filter is taken out of service, to thor-
oughly aerate the sand-bed. The upper surface of the sand is
pared with shovels, the cut in the surface not exceeding 0.4 inch.
Care should be observed to avoid taking off a thicker layer of the
"fouled" sand. The scraped sand is gathered in heaps in the
center of each vault, and carried in barrows to the sand-house for
washing and storage.
Mr. Gill thinks that a closed filter, after cleaning, should be
exposed to the atmosphere for several days (excepting in winter,
when the temperatures are below the freezing-point), and thor-
oughly ventilated before it is started again.
" Fouled" sand from a filter is washed and stored until required
to renew the thickness of bed in the filter. In all cases the origi-
nal thickness is reduced to 16 inches. After the last paring has
been taken from the surface, the bed is filled with washed sand
until the original thickness is obtained.
After sand has been scraped from a filter and taken to the
washing-machine, it should be so thoroughly washed that a sample
stirred in a beaker of distilled water will produce no turbidity.
The sand- washers used at Berlin (Fig. 29) are of the revolv-
ing-drum type,, the kind originally in use at Hamburg, and which
were discarded there for the ejector washers described in Chap-
ter XIII.
In the operation of these washers, the rate at which the mate-
rial is worked through the drum will depend upon the speed of
rotation, whil'e the quantity of water supplied to the drum is regu-
lated by a tap or valve. By varying the speed of rotation and the
flow of water, a thorough washing of the material, no matter how
foul it may be, can be accomplished by the time the sand reaches
the discharge end of the drum.
236
THE PURIFICATION OF WATER.
A circular weir at the inlet end can be raised or lowered, and
thus increase or diminish the volume of water retained at all times
in the drum. It is advisable (especially in summer) to wash the
scraped sand as soon as it comes from the filters, and store it ready
for future use.
The earliest recorded comparison (see Chapter XI.) of steril-
THE FILTERS OF THE BERLIN WATER-WORKS. 237
ized sand, and sand washed but not sterilized, was made at the
Stralau station of the Berlin Water-Works, with the result that
the best nitrate invariably was obtained from a bed of washed,
unsterilized sand.*
The water from Lake Miiggel is very variable in bacterial
contents, having sometimes as many as 6,000 colonies per cubic
centimeter, and at other times so few as 200 colonies per cubic
centimeter. In the operation of the niters it is the aim to keep
the bacterial contents of the filtrate within the German standard,
i.e., 100 colonies per cubic centimeter of water; and seldom do the
numbers of bacteria exceed 90 per cubic centimeter in the filtered
water, while counts as low as 40 per cubic centimeter are often
made. Not considering the time when the bacterial contents of
the lake water is very low, the general reduction of bacteria by
the niters is nearly 99 per cent.
* Lake Miiggel Water Supply, Gill, p. 9, 10.
238 THE PURIFICATION OF WATER.
CHAPTER XV.
THE FISCHER FILTER AND ANDERSON PURIFIER.
THE FISCHER PLAQUE FILTER.
THIS is an invention of Mr. Fischer, Director of the water-
works of Worms, Germany, where it has been in operation for
four years past, and consists of hollow plates or bricks about one
meter (40 inches) square and 20 cm. (8 inches) thick, with 5 cm.
(2 inches) of space in the middle of the plate, which gives an
effective thickness of filtering-plate of 3 inches. These plates,
or plaques, are made of a mixture of clean sharp sand and finely
pulverized glass, obtained from the waste of glass-works, broken
bottles, etc. This mixture, when fused, may be given any form
desired, and upon cooling forms a porous mass through which
water may be filtered under pressures depending primarily upon
the density of the material. The head under which this form of
filter works at Worms is given in the Consular Report* as 3 to 4
feet.
From a drawing which accompanies the Report, it appears that
the hollow brick, or plaque as it is called, is made up of two solid
plates, 40 inches square and 3 inches thick, bolted together on a
frame of metal (?), with which the plates make water-tight joints,
and leaving a water space or cell between the plates 2 inches in
width. These hollow plates or bricks are set on edge in two tiers,
as shown by the drawing, in a suitable water-tight tank or res-
ervoir, with a water space of 3 or 4 inches between adjacent pairs
of plates. The reservoir is then filled with water until a head is
obtained sufficient to secure the desired rate of filtration through
the plates.
The water passes through the 3-inch thickness of plate from
the tank to the cell inside, from which, by suitable pipes, it is
* Advance Sheets of U. S. Consular Reports, February, 1897.
THE FISCHER FILTER AND ANDERSON PURIFIER. 239
drawn off to the
clear-water reser-
voir. The suspend-
ed matter in the
water is intercept-
ed at or near the
outer surface of the
plates ; and when
the pores become
so plugged as to re-
duce the capacity of
the filter to a rate
of delivery at which
it becomes unprof-
itable to operate it,
the water is drawn
from the tank, and
by reversing the
current the filtered
water is caused to
pass from the cen-
tral cells outward
through the pores of
the plates, and the
accumulated s u s -
pended matter in-
tercepted at the
surface is washed
away, and flushed
from the plates and
the tank by a hand
hose.
The principle of
filtration is the same
as that employed in
the Berkefeld and
Pasteur type of fil-
240 THE PURIFICATION OF WATER.
ters, and the method of reversing the current to wash the filter
the same as is employed in the mechanical filter.
The original sand filter at Worms contained 13,000 square feet
of filtering surface, and filtered at the rate of 792,510 U. S. gal-
lons per day, equivalent to 2,655,700 gallons per acre per day ;
while a battery of 500 of these Fischer plates or hollow bricks
is said to have yielded the same amount of filtered water as the
sand filter.
Estimating the effective area of one face of a plaque at one
square meter, and of both faces at two square meters, or 21.528
square feet, then 500 such plaques (of which 30 are shown in Fig.
30, each pair of plates being bolted together making a hollow
brick) would contain 10,764 square feet, and the rate of percolation
through the 3 inches of porous material would be 73.6 gallons
per square foot per day, equivalent to a vertical rate of 9.8 feet per
day.
(It is stated in the Report that the estimated cost of a sand
filter of 13,000 square feet of area was 130,000, which would make
the cost per acre more than 1100,000. This figure seems to be in
error ; for nothing approaching it in cost has heretofore, within the
author's knowledge, been reported. Open filters in series, includ-
ing clear-well and accessories upon an elaborate plan, can be con-
structed in this country within a cost of $40,000 per acre, and
estimating concrete coverings at $11,000 per acre, the cost of
covered filters may be as low as $51,000 per acre, which is about
one-half the cost assigned in the Report for the sand filters in use
at Worms prior to the introduction of the Fischer filter.)
The Fischer filter cost $9,600, or about $12,000 for 1,000,000
gallons of daily capacity.
The Report states, " From a long series of analyses and careful
observations made by the sanitary authorities at Worms, it appears
that the efficiency of the two systems of filtration, which are there
worked side by side, are practically identical, so far as regards
their effect upon the chemical purity of the water ; but the percent-
age of bacteria left by the Fischer process is somewhat greater
than is left by the sand filter, when clean and in good working
condition."
THE FISCHER FILTER AND ANDERSON PURIFIER. 241
The porosity of these Fischer plaques is doubtless greater
than the porcelain tubes of the Pasteur-Chamberland filter, through
which bacteria are known to grow within a few days after sterili-
zation ; and since sterilization of these sand and glass plaques is
not practicable, — only washing with a reversed current of filtered
water, — there is danger of the same deterioration of quality of
filtrate which has often been observed by the continuous use
(unsterilized) of the Pasteur tubes.
THE ANDERSON REVOLVING IRON PURIFIER.
The following description of this device and its mode of opera-
tion is taken from a recent publication by the Anderson Purifier
Company entitled Water Purification : —
" This process consists in passing the water while on its way to the settling-
beds through a wrought-iron cylinder (Fig. 30 «), supported horizontally on
hollow trunnions forming the inlet and outlet to the cylinder. This is kept
in continual slow rotation, and contains a charge of metallic iron in small
pieces. The iron is continually lifted and showered down through the water
by means of scoops fixed within the cylinder. The speed of rotation of the
machine is about 6 feet per minute at the periphery. The water is passed
through at the rate of from a third to a fifth of the capacity of the cylinders
per minute, thus keeping the water in contact with the iron for from three to
five minutes, according to the quality of the water. The cylinders are made in
various sizes; for example, a machine 18 feet long and 5 feet in diameter is
capable of treating nearly a million gallons per day, and is charged with about
2 tons of any sort of scrap iron, one of the most convenient forms being punch-
ings from boiler plates.
" This churning with scrap iron causes the water to take up a small quantity
of iron, from a tenth to a fifth of a grain per gallon, which, in precipitation,
effects the purification of the water.
" On leaving the cylinder these particles of iron are in the form of ferrous
hydrate ; but as the water is immediately exposed to the influence of the air, this
becomes quickly changed to ferric hydrate, which is precipitated in particles
more or less coarse according to the nature of the water under treatment. On
leaving the cylinder the water is passed into a settling-bed, or simple troughs,
in which the iron is completely oxidized by exposure to the air, and in which
the precipitate immediately settles.
" The action of the ferric hydrate on all impurities in the water is one of
coagulation, the formation of a precipitate in the water tending to throw out
of solution the dissolved organic substances. This explanation of the action
of the iron process upon the organic impurities of a water applies equally well
242
THE PURIFICATION OF WATER.
to its action upon microbes. Experience shows that the microbes become
entangled in the precipitate, and either subside with it to the bottom of the
settling-tank, or remain upon the surface of the filter/'
After extensive experiments had been made with this process
upon the sewage-polluted water of the River Seine at Boulogne-
THE FISCHER FILTER AND ANDERSON PURIFIER. 243
sur-Seine, with very gratifying results according to the report of
Dr. Miquel, it was adopted by the Compagnie Generale des Eaux,
for the supply of the suburbs of Paris. The process has been
made a part of the works at Choisy-le-Roi, Nogent-sur-Marne, and
Neuilly-sur-Marne, and is proportioned for the treatment (at all
the stations) of 18,500,000 U. S. gallons per diem.
From Dr. Miquel's bacterial tests of the performance of this
process at Boulogne-sur-Seine, the following averages for a period
of six months, February to July inclusive, 1893, are taken : —
COLONIES PER C. C. OF WATER.
Unfiltered water from River Seine, 396,000
Filtered water, 1,702
Percentage of reduction, 99.57
The water of the River Vanne, at -the same time, contained
1,110 colonies per cubic centimeter. This is a very pure water
from protected mountain sources, 107 miles distant, and in Paris
is regarded as the standard for dietetic water.
The method pursued by Dr. Miquel and other French workers
in bacteriology is calculated to show the bacteria per cubic centi-
meter of a water sample about ten times as high as the method
employed in Germany, England, and America ; and for comparison
with our statements of the bacterial counts from various waters
his figures should be divided by this number, which will give about
the following results : —
BACTERIA PER C. C.
Seine water (unfiltered), 39,600
Seine water (filtered), 170
Vanne water, 111
The special merit of the Anderson process is found in its
ability to increase the rate of precipitation of the suspended mat-
ter, including bacteria, without the use of chemicals as a coagulant,
the same result being accomplished by the "ferrous hydrate,"
formed by the contact of the iron particles with the water, which
upon aeration is precipitated as a " ferric hydrate."
According to the circular from which the above information was
drawn, the expense of operating the small plant, including the
244 THE PURIFICATION OF WAITER.
filters, at Boulogne-sur-Seine, was about $1.50 per million U. S.
gallons. The process is not in use in any English water-works,
although tried at one time under unfavorable conditions at the
water-works of Worcester.* Of this test Dr. Dupre says: —
"1. The revolving purifier process, judged merely from a chemical point
of view, has been a considerable success as regards at least 7 out of the 11
fortnightly samples examined ; and if the process could be conducted in such
a manner that all the filtered water equaled these, there would be nothing left
to desire ; while from a bacteriological point of view it has been eminently suc-
cessful in practically every case.
" 2. From a sanitary point of view most of the samples of filtered water
are open to no objection.
"3. The process, as hitherto worked at Worcester, does not effect any
very noticeable reduction in the color of the water whenever there is much
peaty matter present.
" 4. From a sanitary point of view the presence of peat is not, however, a
serious evil.
" 5. Similar results might no doubt have been obtained by means of sand
filtration only. To obtain them in this way it would, however, be necessary to
increase the present filtering area by at least 50 per cent, since the rate of fil-
tration should then not exceed 4 inches per hour; whereas the present rate of
supply cannot be kept up under a rate of at least 6 inches per hour, and even
then no provision would be made to supply the place of filters thrown out of
work for cleaning."
The author's experiments with a small Anderson purifier (on
the Ohio River water) have given as averages of several tests
from 86.13 to 97.28 per cent reductions of the bacteria in the raw
water ; but, as stated in Chapter III., this purifier, and especially
the filter used in connection with it, were not calculated to favor
the process, and should not be weighed against the more elabo-
rate experiments of Dr. Miquel, 1893, on the process as used at
Boulogne-sur-Seine.
The claims by the manufacturers for the Anderson rjrocess of
treatment before the water enters the subsiding reservoirs are : —
" 1. Filtration, after the water has been purified by means of the revolving
purifier process, is carried on at about twice the customary speed, thus effect-
ing a saving of about half the area of filter surface required.
* Report of Dr. A. Dupre, London, November, 1892.
FILTERS PROPOSED FOR CINCINNATI. 245
" 2. The saving thus effected much more than counterbalances the cost of
the revolving cylinders.
" 3. The purification is much more thorough and much less liable to ac-
cidental disturbance, and removes a greater percentage of microbes.
"4. The working cost is low, as the iron employed is very cheap, and
with efficient settlement the cost of filter cleaning is very small."
The cost of a revolving purifier plant, including all usual con-
nections, is stated at $5,000 per million gallons of daily capacity.
A series of cylinders, and the usual connections and appurtenances
(not including the filters), required to treat 20,000,000 gallons of
water daily, would thus cost $100,000.
According to Mr. E. Devonshire of the Anderson Purifier
Company, the cost of plain sand filters abroad is $15,000 to
$20,000 per million gallons of daily capacity, while with the re-
duced filter area required by the Anderson process, these figures
are reduced to $9,000 and $12,000 per million gallons of daily
capacity ; and he estimates the average cost of a combined purify-
ing and filtering plant at $15,500 per million gallons of capacity
per day. It is stated by the company that the cost of treatment
by this process, including the care of the sand filters, "will not
exceed $2.00 per million gallons."
246 THE PURIFICATION OF WATER.
CHAPTER XVI.
FILTERS PROPOSED FOR CINCINNATI.
THE water supply of Cincinnati has for years been in a deplo-
rable condition, and different measures for relief have been proposed
at various times during the past thirty years. As early as 1865
Mr. James P. Kirkwood proposed settling reservoirs and plain sand
filters for the treatment of the Ohio River water before it was
supplied to the consumers. This method of water purification,
with such modifications as the intervening time has suggested,
was recommended by the Commission of Engineers appointed to
report plans and estimate of cost for extension and betterment of
the city water-works.* The plans embrace subsidence in large
reservoirs for four days previous to the delivery of the water to
the filters.
The premises and conclusions upon the matter of water puri-
fication, as set forth in the Report of the Engineer Commission,
abridged and corrected for the present purpose, were as follows : —
" Experiments indicate that subsidence for four days will remove
from the Ohio River water a very large percentage of the suspended
matter, and relieve the filters of that part of the work which is
chiefly concerned in the clarification of the water. The effect of
this will be to cause the filters to pass a larger quantity of water
per unit of area between successive parings or cleanings of the
sand."
" Much of the work now required of the filters abroad will be
accomplished in the subsiding reservoirs ; and by a fair division of
the work between the subsiding reservoirs and the filters, relying
upon the former largely for clarification and improvement of the
color, and upon the latter wholly for the reduction of the bacteria
* This commission reported March 20, 1896.
FILTERS PROPOSED FOR CINCINNATI. 247
(and finer suspended matter), better results can be had in the
quality of effluent and economy of operation than by filtration
alone."
" The subsiding reservoirs have been designed for ready cleans--
ing from the silt and other suspended matter in the water which
will be deposited upon the bottom and slopes, and are so arranged
in unit capacity that at all times at least 250,000,000 gallons, and
usually 300,000,000 gallons, cf sedimentation capacity will be in
service."
" The filters were designed for a total capacity of 66,000,000
gallons per day, and a least effective capacity of 60,000,000 gallons
per day. The net aggregate area of water and sand surface is
22 acres, allotting two acres to each of the eleven filters. The
estimated rate of delivery is 3,000,000 gallons per acre per day."
"To obtain the highest quality of effluent with the maximum
allowable rate of filtration, regulators will be used on both the
inflow and outflow pipes, limiting the head on the sand-bed and
the loss of head between the water on the filter and the level of
water in the effluent chambers to such measures as may be found
to give the most satisfactory results in practice."
The subsiding reservoirs are six in number, and each has a
capacity of 50,000,000 gallons when filled to a depth of 30 feet.
The bottom dimensions are 705 feet by 210 feet, with dimensions
at the full water-line of 855 feet by 360 feet. The top width of
embankment has been fixed at 20 feet, with inside slopes 2J hori-
zontal to one vertical, and outside slopes 2 horizontal to one verti-
cal. The bottom and inside slopes are to be covered with 2 feet
of puddle, over which will be a pavement of concrete 6 inches
thick. The top of the embankment will be paved with concrete
and small broken stone rolled in place, to form a foot-walk and
driveway around and between the reservoirs.
The dimensions of sand-bed and water surface of each filter
are 220 feet wide by 400 feet long. The depth of the filter, from
the top of coping to the concrete floor, is 11 feet. The filters
have been planned with masonry walls, vertical on the inside and
battered by offsets on the outside. Under the bottom of the filter
a layer of puddle 12 inches thick has been shown, and over this
248
THE PURIFICATION OF WATER.
puddle is placed a concrete floor 6 inches thick. The walls are
started on a course of puddle 12 inches thick, with a broad footing,
Fig.32b. Transverse Section.
F/grs. 37 anrf 32. Proposed Filter Bed for the City of Cincinnati, 0., 1896.
and around the walls puddle of varying widths will be packed up
to the level of the ground.
FILTERS PROPOSED FOR CINCINNATI. 249
Each filter has two acres of sand and water surface,* and is
provided with two main drains laid to a grade of 6 inches in 200
feet, each main drain being graded from the center of the length
of the filter chamber to the effluent chambers at the ends of the
filter, to collect the water from one-fourth the area of the filter,
and discharge this right and left to the effluent chambers." The
dimensions of each section are, therefore, 110 feet by 200 feet.
One filter of 2 acres sand area is divided into four parts or
sections of \ acre each, from which the filtered water is collected,
and delivered to the four effluent chambers ; and any variation in
the quality of filtrate supplied by each \ acre of the filter can be
detected by proper tests of the water at the effluent chambers.
The sections, Figs. 32 a and 32 b, show the method of construction
proposed. The excavation will be carried to such bottom eleva-
tion as will provide for the filling between and for the embank-
ments around the filters, with due allowance for shrinkage in
volume of material by rolling and the action of the elements.
The concrete floor and masonry side and end walls constitute
the basin or reservoir for the reception of the main and lateral
drains and the filtering materials. Each section of the floor is a
shallow trough, with a general grade toward its respective effluent
chamber. The regulator on the influent side of the filter consists
of a 30-inch balanced valve, and a metal float which closes the
influent valve when a head of 4 feet over the sand layer is reached.
Upon the effluent side the yield of the filter is conducted to the
clear-well through a 24-inch pipe, controlled by a balanced valve
and float, which limits the delivery of each \ acre of the filter to
1,500,000 gallons per day.
" The main drains are built of brick, with portholes in the
three upper courses to receive the water from the small lateral
drains, and are covered with close jointed stone slabs 3 inches
thick. The walls of the main drains are 12 inches thick, and
rest on a concrete foundation 6 inches thick."
The main drains are 2 feet wide and 2 feet high in the clear,
two of which are provided for each acre of filtering surface.
" The lateral drains are of vitrified salt-glazed tile, with butt
* Compare Hamburg Filters, Chap. XIII.
250 THE PURIFICATION OF WATER.
joint of arched section with flat bottoms, and perforated on the
top and sides. The inside dimensions are 6 inches wide and
8 inches high. These are laid on the concrete floor to a grade
of 3 inches in 52.5 feet. The lateral drains are spaced 11.8 feet
center to center.
" The filtering materials are arranged as follows : —
Fine graded sand (at top of filter), 30 inches.
Coarse sand, 15 "
Small gravel, 6 "
Coarse " L5 "
Total depth of filtering materials, 66 inches.
Depth of water over sand, 48 "
" Each filter is provided with one influent and four effluent
chambers ; and each chamber is provided with an automatic regu-
lating-valve to control the depth of water over the sand-bed, and
regulate the rate of flow from the filters to the clear-well. Each
filter is supplied through a 30-inch branch pipe, connected with a
48-inch supply main. Each branch pipe is provided with a stop-
valve to shut off the flow to the filter when it is out of service
and being cleaned. Provision also is made for the draining of the
water to such level below the surface of -the sand-bed as may be
desired, or to empty the filter of water altogether.
From the influent chamber two lines of 20-inch cast-iron pipe
pass right and left across the ends and down the longer sides of
the filter, from which short pieces of 8-inch cast-iron pipe de-
liver the unfiltered water on the filter-bed. These branch pipes
are placed 40 feet center to center.
The author believes that the influent pipes should enter the
filter a few inches (not more than one foot) above the sand, to
avoid the necessity of a complete refilling of a filter with filtered
water, and the disturbance of the sand surface by the fall of water
from the influent pipes while filling a filter to the standard level.
" The clear-well is planned as a masonry structure, with walls
vertical on the inside and battered by offsets on the outside, and
is started on a layer of puddle 18 inches thick, over which is
placed a layer of concrete 6 inches thick. Outside the walls pud-
FILTERS PROPOSED FOR CINCINNATI. 251
die of varying widths will be rammed up to 'a level with the
ground. The clear-well inside has a length of 1,180 feet and a
width of 148 feet, giving a net area of 4 acres, which, with a
depth of 15 feet, contains 20,000,000 gallons, or one-fourth of the
daily capacity of the high-service pumping-engines.
" Much thought has been bestowed upon the problem of open
and closed filters for Cincinnati, and due consideration has been
given to the practice of filter construction abroad. In latitudes
where the winters are rigorous it is essential that the filters be
covered to secure good results.
" In temperate climates, like that of London, all the filters are
open. In the extreme climates of St. Petersburg, Warsaw, and
Koenigsberg the filters are covered to avoid the danger due to a
complete freezing over of the water on the sand-bed, and more
especially to prevent freezing of the sand when the filter is taken
out of service.
"The filters of Berlin (a city in a climate nearly like that of
Cincinnati), are covered, while the latest filter works of Germany,
those of Hamburg, are of the open type.
" The normal temperature of the winter months should govern
in this matter ; and a comparison of the temperatures of the three
winter months for the past eleven years for Cincinnati, with the
mean January temperatures of Berlin and Hamburg, are given in
the following table : —
MEAN NORMAL WINTER TEMPERATURES.
CITY. DECEMBER. JANUARY. FEBRUARY.
Cincinnati, 36.75 30.66 34.27
Berlin, . . 31
Hamburg, . . 31
" From this it appears that the mean January temperature of
Cincinnati is about the same as that of the German cities noted ;
but of the eleven years embraced in the average for Cincinnati,
seven had mean January temperatures below the freezing-point.
" In the light of th.e long and valuable experience of the other
German cities in the matter of filter construction and operation, it
is difficult to conceive how Hamburg could have made a mistake
252 THE PURIFICATION OF WATER.
in a matter apparently so easy of solution as the covering or non-
covering of its niters. Altona, adjoining Hamburg, and subject
to the same winter climate, had used open filters for thirty-two
years before Hamburg built its filters ; and although some com-
plaint had arisen in Altona against open filters, it does not seem
that this was strong enough to cause the use of covered filters in
Hamburg.
The commission decided to recommend filters without cover-
ings, with a provision in the report for the vaulting of the filters,
should experience demonstrate the necessity of these. Informa-
tion from Hamburg, received since the Report was submitted,
indicates that the covering of filters in climates similar to Cincin-
nati is not essential to satisfactory results, either in the quality of
filtrate or in the management of the filters during the winter.
The project of water purification for Cincinnati contemplates
eleven open filters, each of two acres of sand and water surface ;
and estimating in the usual manner for engineering structures,
the cost of the filters, including all necessary pipes, valves, regu-
lators, etc., is $65,146.50 for one filter. The cost of clear-well of
masonry construction was $162,696.90, and the total cost for the
filtering-works was estimated as follows : —
ORIGINAL PLAN FOR CINCINNATI FILTERS.
11 filters, 2 acres of filtering area each, at $65,146.50, $716,611.50
Clear-well, 20,000,000 gallons capacity, 162,696.90
$879,308.40
Add 10 per cent for sand-washing and conveying ma-
chinery, contingencies, etc., 87,930.84
45.06 acres of land, at $150.00, 6,759.00
Total for 11 filters, clear-well, and all appurtenances, $973,998.24
Cost per acre of filtering area, 44,272.65
Cost per 1,000,000 gallons of estimated capacity, 14,757.55
Subsequent to the report of the commission the author investi-
gated the cost of these filters, if constructed after the Hamburg
plan, with sloped walls of earth instead of masonry, the sand sur-
face to remain the same as before ; viz., two acres, influent and
effluent chambers of masonry, and all distributing and collecting
FILTERS PROPOSED FOR CINCINNATI. 253
9 *
pipes and channels of the same construction as before, from which
the following resume is drawn : —
AMENDED PLAN FOR CINCINNATI FILTERS
11 filters, 2 acres of filtering area each, at $53,960, $593,560.00
Clear-water reservoir, 20,000,000 gallons capacity, at
$3,000 per million, 60,000.00
$653,560.00
Add 10 per cent for sand-washing and conveying ma-
chinery, contingencies, etc., 65,356.00
52.5 acres of land, at $150.00, 7,875.00
Total for 11 filters, clear-water reservoir, and all appur-
tenances, $726,791.00
Cost per acre of filtering area, 33,036.00
Cost per 1,000,000 gallons of estimated capacity, 11,012.00
In this estimate the clear-water reservoir is also considered as
a plain earthen reservoir with sloped walls, paved with concrete
six inches thick, same as filter basins.
The estimates of cost for a system of plain sand filtration for
Cincinnati were made from plans prepared with unusual care in
view of the novelty of the proposition to filter 60,000,000 gallons
of river water per diem, and it is not known that any feature of
successful filtration was omitted in the plans or overlooked in the
estimate. The prices for materials and construction adopted in
the detailed estimates are really higher than the prices prevailing
at this time (1897), and the author is confident that entirely
satisfactory and durable works can be constructed within the
estimates given.
With reference to the great cost of the filter works at Berlin,
Mr. Gill's plans have been studied very carefully ; and aside from
the fact that he has included in the cost of the purification works
the cost of certain features of the Lake Miiggel works, which in the
author's opinion are not strictly chargeable to the filters, but should
be charged to the pumping-works, the whole work was conducted
upon a very costly scale, scarcely justified even in permanent works
of public water supply.
(During a long experience with public works the author has
seen much money wasted in certain details of construction which
254 THE PURIFICATION OF WATER.
have been due to inexperience or perverted judgment upon the
part of the constructors. Thus reservoirs, thoroughly constructed,
complete in every essential, and as durable as such structures may
be, have been completed by some engineers at a cost of $2,500 per
million gallons of available capacity, while in other situations equally
as favorable for this class of works, the engineer has succeeded in
using up over $4,000 per million gallons of reservoir capacity, with
no material gain in the quality of the finished structure. Point
lace on the legs of a pair of overalls, or the sleeves of a machinist's
jacket, would add nothing to the utility of these garments, while
costing many times as much as the garments themselves. In like
manner the author has seen works overloaded with trimmings
which attract the eye, while obviously lacking in some of the
essentials for convenient service and durability. In the construc-
tion of filters and appurtenances the same extravagance which is
often displayed in other engineering structures may enter into
these with no benefit whatever to the works themselves.)
The manner in which the filters and appurtenances for the
Hamburg Water- Works were forced to an early completion by
working night and day, in order to avoid the possible return of
cholera in 1893, manifestly increased the cost of labor, and possibly
of materials, over the cost of what might have been obtained with
slower and more deliberate construction ; and yet these works are
very complete in every essential of modern filter construction, and
cost a trifle over one-half, per acre of effective area, than that of
the filters in the Berlin Water-Works. The Berlin filters are cov-
ered ; but allowing $13,000 per acre for concrete vaulted covers,
then the Hamburg filters would have cost but two-thirds as much
as the Berlin filters.
(The people are always ready to condemn the prodigality of a
private spendthrift, and how much more justly may we condemn
the public spendthrifts who, through ignorance and arrogance,
presume to squander the contents of the public purse.)
COST OF FILTERS AND FILTRATION. 255
CHAPTER XVII.
COST OF FILTERS AND FILTRATION
So many variable conditions enter into the cost of construct-
ing a system of water filters, that any figures given in a work of
this kind must be accepted rather as suggestions than estimates
which can be used with safety in any locality. The topography
and nature of the ground upon which filters are to be constructed,
the local prices of labor and materials, the nearness and quality
of available filtering materials, the character throughout the year
of the water to be filtered, the necessity of previous sedimenta-
tion with certain waters, the quality of filtrate to be obtained, and
many other obvious conditions, must be taken into consideration
in determining and designing a system of filters on a large scale
for public water supply. The same ingenuity and judgment in
the use of available locations and materials of construction are
to be taken advantage of in the building of works of filtration, as
in other engineering structures. Successful filtration seems to be
more dependent upon management than on the construction of the
works, and plain construction, such as we find in the purification
works of Hamburg, with the skill and vigilance there displayed in
the management of the filters, will meet all practical requirements.
PHILADELPHIA, PA.
Mr. Hazen, in a Report to the Woman's Health Protective
Association,* estimates the cost of filters there (omitting value
of land) as given in the first table on page 256.
These prices include settling-basins, low-lift pumps, filters and
clear-wells, and the pipes, valves, and regulators required to co-n-
nect the filters in service. In all instances noted above, the maxi-
* A Practical Plan for Sand Filtration in Philadelphia, 1896.
256
THE PURIFICATION OF WATER.
STATION.
DAILY AVERAGE
CAPACITY,
GALLONS.
GROSS COST.
COST PER AVERAGE
MILLION GALLONS.
Belmont,
Queen Lane,
Cambria,
Frankford,
14,000,000
26,000,000
60,000,000
20,000,000
$ 317,000
587,000
1,578,000
389,000
$22,643.00
22.577.00
26,300.00
19,450.00
mum capacity of the filters is 50 per cent above the average, and
a statement of cost upon the total or maximum daily capacity of
filters will be as follows : —
STATION. '
COST PER MAXIMUM
MILLION GALLONS.
STATION.
COST PER MAXIMUM
MILLION GALLONS.
Belmont,
Queen Lane,
$15,095.30
15,051.30
Cambria,
Frankford,
$17,533.30
12,966.60
From Mr. Shedd's estimates on filters for Providence, R.I., the
following costs are obtained : —
TYPE OF FILTER.
DAILY CAPACITY,
GALLONS.
GROSS COST.
COST PER MILLION GAL-
LONS OF CAPACITY.
Mechanical,
Plain sand,
Proposal on plain sand,
15,000,000
«
«
$281,000
208,000
200,000
$18,733.30
13,866.60
13,333.30
According to Mr. Hazen,* covered filters on the European
model will cost $70,000 per acre, or allowing for a rate of filtra-
tion of 2,500,000 gallons per acre per day, the cost per million
gallons of daily capacity will be 828,000 ; but upon comparison
with careful estimates by the author, on open and covered filters,
for the city of Cincinnati, this price is excessive.
Open filters, not including clear-well, sand-washing and con-
veying machinery, and land, if built on favorable ground, should
cost, in the vicinity of Cincinnati, as follows: —
With vertical masonry walls, per acre of filtering area, $32,573.30
With earthen embankments, and slopes paved with
concrete, per acre of filtering area, $26,980.00
* Filtration of Public Water Supplies, p. 120.
COST OF FILTERS AND FILTRATION. 257
Estimates furnished the author by an expe*rt in concrete con-
struction indicate that concrete coverings for above filters will
cost about 111,000 and 113,000 respectively per' acre of effective
sand surface ; making the cost of covered filters as follows : —
COVERED FILTERS.
With vertical masonry walls and concrete coverings,
per acre of filtering area, $43,573.00
With earthen embankments, slopes paved with con-
crete and coverings of concrete, per acre of filter-
ing area, $39,980.00
In his Report to the city of Albany, Mr. Hazen modifies his
estimate of cost somewhat.* Here he gives the cost of eight fil-
ters (0.70 acre each) at $251,000, to which may be added $10,000
for piping about filters, etc., making the cost of covered filters
$46,607 per acre, a price which agrees more nearly with the re-
sults of the author's estimates of cost of construction.
The clear-well, or reservoir, to equalize the delivery from a
system of filters, should have a capacity equal to \ or \ the maxi-
mum daily yield of filters ; and this, if constructed as a plain reser-
voir with paved inner slopes, will cost from $2,500 to $3,500 per
million gallons of capacity.
Assuming 10 filters, open pattern, with earthen walls and
paved inner slopes, of the dimensions given in the description
of the Cincinnati filters (Chapter XVI.), the total cost of filters
and clear-well, exclusive of land, should not exceed : —
10 filters, 2 acres each, $539,600.00
Add 10 per cent for sand washing and conveying
machinery, and contingencies, 53,960.00
Clear-water basin, of a capacity of 20,000,000 gal-
lons, at $3,000 per million, 60,000.00
Total, exclusive of land, $653,560.00
Cost per million gallons of daily capacity (allowing
one filter to be always out of service, and 2,500,000
gallons average daily rate of filtration per acre), $14,523.55
* Report on Filtration of Water Supply, Albany, 1897, p. 27.
258 THE PURIFICATION. OF WATER.
In the estimates for plain sand filters for the proposed exten-
sion and betterment of the Cincinnati Water-Works, the clear-
well was designed as a masonry structure of 4 acres area and
17 feet deep, and estimated to cost $163,000, or at the rate of
$7,409 per acre of filtering area.
Estimating on open filters and clear-well of masonry construc-
tion, which may be desirable or necessary in some locations : —
10 filters, 2 acres each, $651,466.00
Add 10 per cent for sand washing and conveying
machinery, and contingencies, 65,146.60
Clear-well, 148,180.00
Total, exclusive of land, $864,792.60
Cost per million gallons of daily capacity (allowing
one filter always to be out of service, and 2,500,000
gallons average daily rate of filtration per acre), $19,217.60
COST OF FILTERS, INCLUDING CLEAR-WELLS AND ALL APPURTENANCES.
Berlin, covered (Lake Miiggel),* $68,000 per acre.
Berlin, uncovered (Stralau), 48,570 " "
Hamburg, uncovered, 38,857 " "
The Berlin covered filters, as will be observed upon reference
to the description of these in Chapter XIV., are of a very costly
construction ; and some of the appurtenances included in the cost
are usually found in existing water-works to which filtration may
in the future be applied. The Hamburg filters are of the most
recent and modern construction, and approach more nearly the
estimated cost for open filters in series in this country.
From Mr. Preller's paper on the Zurich Water-Works,! the
cost of covered filters was $70,857 per acre, and for the open fil-
ters $46,464 per acre, prices which are higher than those of other
works in Germany. These prices are stated to include only the
filter basins and filtering materials, and possibly the pipes, valves,
and conduits necessarily included in the construction of the filter
basins and influent and effluent chambers.
* Mr. Gill states the cost of the covered filters at Lake Miiggel as £15,000 per acre, equal to
$72,750.00. Mr. Anklam, superintendent of these works, furnishes the prices given above,
f Proceedings Institution of Civil Engineers, London, 1892.
COST OF FILTERS AND FILTRATION. 259
The cost of the Lawrence, Mass., filter was*$26,000 per acre ;
and this price it is understood covers all the work in construction
of the filter and its connection with the previously existing filter
gallery, which then became the clear-well of the filter.
The city of Ashland, Wis.,* recently constructed three small
plain sand filters, each of \ acre area, at a gross cost of $40,178.00.
It was estimated that the extra cost of these filters due to local
difficulties was $5,367.00, and the net cost under ordinary condi-
tions was assumed at $34,811.00 for one-half acre. These filters
are covered with masonry instead of concrete vaulting, which also
materially increased their cost. Two of these filters have sand of
an "effective size" 0.27 mm. and "uniformity coefficient " 1.9 ;
and one has sand of an "effective size" 0.40 mm. and a "uni-
formity coefficient " 1.6. The sand in all beds is 4 feet thick.
RATES OF FILTRATION FOR PLAIN SAND FILTERS.
The rates of filtration per acre per day, as practiced in different
cities, are given as follows : —
At the time of Mr. Kirkwood's visit to Europe the daily average
rate of percolation was 3,920,400 gallons per acre, equal to 12 feet
vertical per day. Mr. James Simpson, engineer of the Chelsea
and Lambeth Water- Works (the pioneer in sand filtration), adopted
a standard rate of 86.4 gallons per square foot (3,763,584 gallons
per acre per day), corresponding to a vertical rate of percolation of
11.55 feet per day. The present average rate for the London fil-
ters is about 1,800,000 gallons per acre per day, corresponding to
a vertical rate of percolation of 5.52 feet.
The filters of the New River Works sometimes reach a rate
as high as 3,136,320 gallons per acre per day,f while the rate at
which it becomes no longer profitable to operate a filter is placed
by Mr. Hervey of the West Middlesex Works at 1,303,000 gallons
per acre per day ; and when the rate of percolation reaches 2 inches
per hour the filter is taken out of service, the sand-bed scraped,
and the filter started for another period of useful work.
* Engineering News, Nov. 25, 1897, p. 338.
t According to Mr. E. L. Morris, engineer of these works.
260 THE PURIFICATION OF WATER.
The Hamburg rate is 1,700,000 gallons per acre per day, cor-
responding to a vertical rate of 5.22 feet. Mr. Gill proposed for
the Miiggel Lake filters for Berlin a vertical rate of 8 feet per
day, equal to 2,606,630 gallons per acre per day. The rate at
Zurich is 5,850,000 gallons per acre, equal to a vertical rate of
17.95 feet per day.
The rate proposed for a sand filter to be used in connection
with the Marston Lake Water Supply for the city of Denver, was
195,500,000 gallons per acre per day, corresponding to a vertical
rate of percolation of 600 feet.* (There is a suggestion in the
paper which describes these filters that they were to be operated
with a coagulant, but a late report on them indicates that this was
abandoned, if ever used.) A filter devised for Tacoma, Washing-
ton, is said to work at rates of 22,000,000 to 44,000,000 gallons
per acre per day, corresponding to vertical rates of 67.5 and 135.0
feet per day.f Plain sand filtration cannot be continuously con-
ducted at such rates as these with any improvement in the quality
of the water ; and they are here mentioned in order that the con-
trast between these rates and the rates which long experience
abroad has sanctioned may be impressed upon water-works offi-
cials, with the hope that such works of water purification as may
be attempted in this country, instead of showing an utter disre-
gard of fundamental principles, will, if it is possible, be constructed
and operated upon plans which will yield even better results than
the works found in the cities of Europe.
Mr. Hazen, in estimating upon the cost of filters and filtration,
employs a rate of 2,500,000 gallons per acre per day, correspond-
ing to a vertical rate of percolation of 7.68 feet.
From the reports of the Massachusetts State Board of Health,
satisfactory results, both chemically and bacterially, in the filtrate,
were had with rates of filtration as high as 7,500,000 gallons per
acre, corresponding to a vertical rate of 23 feet per day.
The Ashland (Wis.) plain sand filters, for the year ending
February 28, 1897, were worked at an average rate of 2,180,064
gallons per acre per day, equivalent to a vertical rate of 6.69 feet.
* Transactions American Society of Civil Engineers, vol. xxxi., pp. 158-60.
! Transactions American Society of Civil Engineers, vol. xxxv., p. 44 et seq.
COST OF FILTERS AND FILTRATION. 261
•
DURATION OF SERVICE OF FILTERS.
The period or interval of time between cleanings or renewal
of the sand surface of a filter has a direct bearing on the cost of
filtration. Obviously the clearer the water and the lower the rate
of percolation the longer will be the interval of service. With a
given condition of the water as it comes to the filter the capacity
can be stated in millions of gallons filtered between cleanings, and
the capacity divided by the average rate of percolation per day will
give the number of days of filter service.
Thus, a filter which, between parings of the sand-bed, will
deliver 60,000,000 gallons per acre, at an average rate of perco-
lation of 2,000,000 gallons per acre per day, will have a period
of operation of 30 days. A filter which will deliver 100,000,000
gallons per acre, between parings of the sand-bed, at an average
rate of percolation through the sand of 2,500,000 gallons per acre
per day, will have a period of operation of 40 days.
The period of operation for the London filters ranges from
30 to 40 days, depending upon the condition of the water as it is
drawn from the River Thames or River Lea, and the time allowed
for subsidence in the storage reservoirs before the water is put on
the filters. From the evidence taken by the Royal Commission
on Metropolitan Water Supply the period of operation was given. as
short as 21 days in one instance, and as long as 70 days in another.
One witness stated that some of the filters of his works had been
in service over forty years, without any attention being given to
them other than the scraping, washing, and replacing of the cleaned
sand in the beds from time to time.
The Hamburg filters, omitting the short periods which have
been mentioned as occurring during the winter, have worked for
periods of 47, 51, and 66 days. However, the usual period of ser-
vice at Hamburg is about 40 days. At Zurich the covered filters
are reported to have an average period of service of 50 days, while
the open filters require cleaning every 40 days of use. In these
works the sand-bed is scraped successively until the remaining
thickness is reduced to 12 inches.
At Berlin the filters are scraped after about every 40 days of
262 THE PURIFICATION OF WATER.
service ; and once in four years the whole bed of sand is taken out,
washed, and replaced in the filter.
During the experiments conducted by Mr. Weston, with small
plain sand filters at Providence, at rates of percolation less than
30,000,000 gallons per acre per day, the periods of operation
ranged from 30 to 50 days, while at the higher rates of percolation
the period of operation was about 20 days.
The general practice by the London water companies, in
restoring a filter to service from time to time, is to scrape off
about | inch of the clogged sand until a minimum thickness
(varying with the different companies) of the sand-bed is reached,
whereupon the whole bed of sand is readjusted in position. The
sand remaining after the last scraping is then taken out of the
filter, and replaced by the sand previously scraped from the bed
and washed, above which the other sand in the filter is spread,
scraped off, and washed in due time. By this method the whole
bed of sand at long intervals is scraped off, taken to the washer,
and returned to the filter. Thus during one complete cycle of
"filling" and "scraping" of the sand-bed, the whole body of sand
will be rotated, the lower sand coming to the top of the filter, and
the previous top sand going to the bottom, thus avoiding the
probability of converting the lower portion of the sand-bed into
a favorable soil for the cultivation of bacteria.
As stated in a previous chapter, the filters of some, if not all,
the London water-works are generally scraped and the sand de-
livered on the banks of the filter by contract, the price paid being,
as stated by Mr. W. B. Bryan, engineer of the East London Water
Company, X5, or about $25.00 per acre.
The period of operation of the sand filter at Lawrence, Mass.
(1895), was about 27 days, and at each scraping of the sand-bed
| inch was taken off and washed. The sand is washed by ma-
chinery. During 1895, 1,500 cubic yards of "fouled" sand were
scraped from the filter and washed, at a cost of 68 cents per
cubic yard, or 81.02 per million gallons of water filtered. About
\\ cubic yards of sand were scraped per million gallons of water
drawn from the filter. At Hamburg about two cubic yards of
sand are scraped off the filters and washed per million gallons
COST OF FILTERS AND FILTRATION. 263
of water filtered. There the cost per cubic yard of scraping and
washing sand is considerably less than the cost of washing alone
at Lawrence. This is partly to be accounted for by the much
larger quantity of sand scraped and washed at Hamburg, and by
the lower cost of common labor.
In the report of the Ashland (Wis.) filters mentioned on
page 259, it is stated that the cleaning of the sand of one bed
(£ acre) for the year ending February 28, 1897, consumed £
clay, and cost 18.50, making the cost of removing and cleaning
the sand per acre $51.00. The total cost for cleaning and renew-
ing the sand for one year was $899.37, during which time the
filters delivered 397,860,000 gallons of water, with a cost of
$2.26 per million gallons filtered. While the cost per acre for
cleaning and renewing the "fouled" sand is very high even for
small filters like these, the cost per million gallons of water filtered
is correspondingly low, and suggests the probability of a poor
quality of filtrate.
LOSS OF WATER IN CLEANING FILTERS.
The cost of washing sand at Berlin is stated at 2,020 gallons
of water per cubic yard ; while at Hamburg, with the ejector
washers, the consumption of water is said to be 4,040 gallons per
cubic yard of sand. At Zurich the cost of washing sand by
machinery is given at 17 \ cents per cubic yard, but no mention is
made of the quantity of water required, while the cost of washing
and placing the sand in the filters is reported as 46 cents per
cubic yard. This is for the. new sand, and the price doubtless is
larger than for washing and replacing the " fouled " sand scraped
from the filters.
In Chapter XII., the statement is made upon the authority of
Mr. E. B. Weston that the filtered water required to wash the
sand-bed of the Morison mechanical filter during the Providence
tests, and the water run to waste after the filter was started,
represented about eight per cent of the water filtered, leaving
thus 92 per cent available for consumption.
The data upon the proportion of filtered water from mechani-
264 THE PURIFICATION OF WATER.
cal filters actually available for consumption is rather meager, and
some of that which we have not very exact. Quoting from Mr.
Baker's paper on the use of mechanical filters by certain cities of
New Jersey,* the mechanical filters at Long Branch require about
5 per cent, while the filters at Asbury Park require about 10 per
cent, of the total pumpage for washing the sand-beds. At Key-
port, " Filtered water is used in washing. When the filters had
been in operation only some two months, it was stated that 15 per
cent of the water pumped was required for washing, but that the
contractor had promised to reduce this."
In a circular published by one of the manufacturers of me-
chanical filters, it is stated in one instance that 3.97 per cent of
the total pumpage was used for washing the sand-bed.
With the mechanical filters at Lorain, Ohio, it is stated that
5.22 per cent of the filtered water is used in washing the sand.f
At Hamburg the water for sand-washing (1896) represented
less than one per cent of the total delivery by the filters, while at
Berlin less than one-half per cent of the filtered water is lost in
washing the sand scraped from the sand-beds.
COST OF FILTRATION.
The cost of operating sand filters abroad, according to the
statement of the officials, are so various and widely different as to
suggest that some of these include items of expense not necessa-
rily connected with filtration per se, but which are embraced in the
ordinary expenses of water-works operation, while some are given
so ridiculously low as to raise a suspicion of error in the opposite
direction.
The cost per million gallons of water treated (not including
interest and sinking-fund charges, and omitting the charge for re-
moval of ice) for the Lawrence, Mass., filters for 1895 was 84.10 ;
and estimating interest charges on $65,000 at 5 per cent, and sink-
ing-fund payments invested at 4 per cent for 40 years, the total
cost per million gallons for that year was §7.69. Taking account
* M. N. Baker, Proceedings New Jersey Sanitary Association, 1895, p. 84 et seq.
t Ohio Sanitary Bulletin, October, 1897, p. 115.
COST OF FILTERS AND FILTRATION. 265
of the cost of clearing the filter of ice, and including interest and
sinking-fund charges, the total cost per million gallons of water
filtered was $10.34.
On page 121 of Mr. Hazen's book on The Filtration of Pub-
lic Water Supplies, the cost per million gallons for treatment of
8,000,000 gallons per day, including interest and sinking-fund
charges at six per cent (no time of redemption given), is esti-
mated at $12.50. Omitting interest and sinking-fund charges,
the cost is figured at 85.30. In his report to the Woman's
Health Protective Association of Philadelphia, he puts the cost,
with previous sedimentation, at $3.50 per million gallons ; while at
Albany, with preliminary sedimentation, he estimates the cost at
$2.50 per million gallons, and without preliminary sedimentation,
at $3.50 per million gallons. (These prices do not include inte-
rest and sinking-fund charges.)
The cost of filtration, not including interest and sinking-fund
charges, at Zurich, is stated as 61 cents for the covered filters,
and 94 cents for the open filters, per 1,000,000 U. S. gallons.
The average cost for both open and closed filters, including inte-
rest and sinking-fund charges, is deduced from Mr. Preller's notes
as $6.71 per million U. S. gallons filtered.
A very careful estimate of all items of expense entering into
the operation of the filters proposed for Cincinnati, with due
allowance for loss of sand in handling and washing, superin-
tendence, daily laboratory work, and depreciation of such portions
of the apparatus as is subject to wear, based upon 60,000,000
gallons of water treated daily, gave $3.50 per million gallons,
exclusive of interest and sinking-fund charges ; although $4.00 per
million gallons was used in estimating the probable cost of filtra-
tion in the report on these works.
The cost of filtration in any instance (omitting interest and
sinking-fund charges) will depend very largely upon the manage-
ment of the filters. In London the cost per million U. S. gallons
ranges from $1.15 to $2.00, and probably averages less than $1.50
per million U. S. gallons.
In the review of the sand filters at Poughkeepsie, N.Y.,* the
* Manual of American Water Works, 1889-90, p. 175.
266 THE PURIFICATION OF WATER.
cost per million gallons of water filtered is given as $1.32, a price
which indicates that these filters were not then worked with a
view to the high quality of filtrate obtained in works abroad.
Investigations during the present year (1897) of filter practice
in one of the larger cities of Germany, indicates a cost there of
less than $1.20 per million U. S. gallons of water filtered, for the
scraping of the sand-bed, transport of the sand to the washers,
washing the "fouled" sand, and finally returning the sand to the
filter bed. This price would apply only to large works, in which
the construction of filters and all appurtenances were modern, and
when the management was the best. Allowing 100 per cent addi-
tional for other labor about the filters ; renewal of the sand lost
in handling and washing ; deterioration of barrows, trucks, sand-
washers, etc., and for supervision ; and increasing this cost by 50
per cent for similar works in this country, the cost, not including
interest and sinking-fund charges on filters and apparatus, nor re-
pairs of the filters proper, should not exceed $3.00 per 1,000,000
gallons of water passed through the filters.
Assuming a cost of $4.00 per million gallons of water filtered,
interest charges on the cost of constructing open filters at 4 per
cent, and payments to sinking-fund for 40 years invested at 3<V
per cent, the total cost per million gallons of water filtered should
not exceed $6.37. Allowing for a consumption of 100 gallons
per capita per diem, the annual cost per capita will be 23£ cents.
APPENDICES.
268
APPENDIX A,
APPENDIX A.
TYPHOID FEVER STATISTICS
OF THE PRINCIPAL CITIES OF THE UNITED STATES AND EUROPE.
Compiled from the Official Reports of Health Departments, January, 1897.
DEATH RATE PER 1OO.OOO OF POPULATION LIVING.
City.
Source of Supply.
1890.
POPULA-
TION.
DEATH
BATE.
New York, N.Y.,
Imp'd water from Croton and Bronx Rivers,
1,705,980
21
Chicago, 111.,
Lake Michigan,
1,208,664
83
Philadelphia, Pa.,
Schuylkill and Delaware Rivers,
1,046,964
64
Brooklyn, N. Y.,
Impounded water from driven and open wells,
853,945
26
St. Louis, Mo.,
Mississippi River,
450,000
34
Boston, Mass.,
Lake Cochituate and Sudbury River,
437,245
43
Baltimore, Md.,
Lake Roland and Gunpowder River,
434,151
57
San Francisco, Cal.,
Impounded water from mountain streams,
300,000
59
Cincinnati, O.,
Ohio River,
296,000
67
Cleveland, O.,
Lake Erie,
277,488
66
Buffalo, N. Y ,
Niagara River at head,
New Orleans, La.,
Drinking-water from tanks and cisterns,
254,000
20
Washington, D. C.,
Potomac River,
250,000
83
Pittsburg, Pa ,
Alleghany River,
. . .
Detroit, Mich.,
Detroit River,
230,000
18
Milwaukee, Wis.,
Lake Michigan,
220,000
33
Newark, N. J., *
Impounded water, Pequannock River,
181,830
60
Jersey City, N. J ,
Passaic and Pequannock Rivers,
163,003
91
Louisville, Ky.,
Ohio River,
161,000
88
Providence, R.I.,
Pawtucket River,
132,146
29
Indianapolis, Ind.,
Driven wells and Filter Gallery,
. . .
Lowell, Mass ,
Merrimac River and driven wells,
77,696
158
Lawrence, Mass.,
Filtered from Merrimac River,
44,654
123
Nashville, Tenn.,
Filter gallery, Cumberland River,
77,000
46
Dayton, O.,
Driven wells,
60,000
20
Covington, Ky ,
Ohio River,
37,400
43
Newport, Ky.,t
Ohio River,
Denver, Col.,
South Platte River and Marston Lake,
. . .
Atlanta, Ga.,
Mechanical filter, Chattahootchie River,
65,533
151
Chattanooga, Tenn.,
Mechanical filter, Tennessee River,
29,109
145
Knoxville, Tenn.,$
Mechanical filter, Tennessee River,
40,600
101
Quincy, 111.,
Mechanical filter, Mississippi River,
31,500
83
Davenport, la.,
Mechanical filter, Mississippi River,
30,000
50
Montreal, Que.,
St. Lawrence River,
216,300
29
Toronto, Ortt.,
Lake Ontario,
167,439
93
East Jersey Water Co., Estab. April 15, 1892.
t Health Department, Estab. 1893.
APPENDIX A.
269
APPENDIX A.
TYPHOID FEVER STATISTICS
OF THE PRINCIPAL CITIES OF THE UNITED STATES AND EUROPE.
Compiled from the Official Reports of Health Departments, January, 1897.
DEATH RATE PER 1OO.OOO OF POPULATION LIVING.
1891.
1892.
1993.
1894.
1895.
1896.
POPULA-
TION.
DEATH
BATE.
POPULA-
TION.
DEATH
BATE.
POPULA-
TION.
1>EATH
BATE.
POPULA-
TION.
DEATH
BATE.
POPULA-
TION.
DEATH
BATE. |
1
POPULA-
TION.
= _
<£
8S
1,765,645
22
1,827,396
22
1,891,306
20
1,957,452
17
1,879,195
17
1,934,077
16
1,250,000
160
1,438,010
104
1,600,000
42
1,567,727
31
1,600,000
32
1,619,226
46
1,069,264
64
1,092,168
40
1,115,562
41
1,146,000
32
1,163,864
40
1,188,793
34
880,780
20
962,530
17
990,891
17
1,045,000
15
1,090,000
16
1,140,000
15
452,000
30
460,000
37
500,000
103
540,000
31
560,000
19
570,000
19
461,093
33
474,063
29
487,397
30
• 501,107
28
496,920
33
508,694
32
445,853
34
458,350
42
473,193
47
455,427
49
496,315
39
507,398
37
330,000
41
330,000
34
330,000
32
330,000
35
330,000
37
330,000
31
300,000
62
305,000
40
310,000
43
336,000
50
336,000
36
341,000
48
299,475
52
309,243
54
322,932
47
325,000
27
325,000
36
330,279
43
255,664
50
285,000
34
300,000
37
315,000
36
335,709
29
350,000
20
254,000
23
254,000
21
254,000
15
275,000
28
275,000
41
275,000
33
250,000
83
260,000
70
285,000
66
270,514
71
271,000
74
278,150
51
247,000
100
255,000
100
264,000
111
272,000
56
275,000
77
280,000
61
230,000
13
230,000
51
230,000
61
250,000
26
280,000
22
279,000
20
233,333
33
245,000
31
260,000
37
267,500
26
260,000
27
257,500
18
187,108
81
192,531
45
198,115
28
203,861
15
215,725
17
230,000
21
167,237
95
171,471
53
175,000
60
179,939
76
184,173
71
187,098
61-62
161,000
81
161,000
72
161,000
84
200,000
72
205,000
77
211,100
45
132,146
47
132,146
39
148,944
34
153,000
47
145,472
32
150,000
27
120,000
36
125,000
52
125,000
106
125,000
55
125,000
97
165,000
41
80,400
98
83,200
90
87,191
61
90,613
55
84,367
39
85,700
42
45,911
115
47,204
102
48,355
93
49,900
48
52,164
31
55,000
15
80,000
56
83,000
53
85,000
24
87,000
32
87,500
47
87,754
55
60,000
32
63,000
44
75,000
64
85,000
20
80,000
47
85,000
25
40,000
45
42,500
40
45,000
27
48,000
42
48,000
27
50,000
32
120,000
85,000
53
87
27,500
125,000
95,000
58
57
66
30,000
140,000
108,000
37
35
43
30,000
145,000
100,000
73
30
70
30,000
150,000
110,000
63
61
60
75,000
119
34,900
06
40,000
55
36,000
86
35,751
48
40,000
47-48
40,000
30
40,385
45
40,385
37
40,385
67
40,385
59
( » 37,000
M 8,000
32
125
34,000
32
36,000
50
37,500
48
39,000
77
40,500
59
42,000
26
30,000
30
30,600
16
30,900
35
34,000
18
, 35,000
31
35,000
20
218,268
30
224,816
22
231,560
21
241,748
17
249,000
18
256,470
21
181,220
94
184,000
43
188,333
42
196,666
17
196,666
28
196,666
28-29
J (1) City proper; (2) Suburbs.
270
APPENDIX A.
APPENDIX ^. — Continued.
DEATH RATE PER 1OO,OOO OF POPULATION LIVING.
City.
Source of Supply.
1890.
POPULA-
TION.
DKATH
BATE.
London, Eng.,
From Kent wells and filtered water from the
Rivers Thames and Lea,
4,180,654
16
Liverpool, Eng.,
Lake Vyrnwy (Wales),
513,493
24
Manchester, Eng.,
Lake Thirlmere (Cumberland),
379,437
31
Edinburgh, Scot.,
Impounded water, Pentland Hills,
271,135
19
Glasgow, Scot.,
Loch Katrine,
530,208
26
Dublin, Ire.,
Impounded water filtered from River Vartry,
353,082
62
Paris, Fr.,
Ourcq Canal, artesian wells, springs, Rivers
Seine, Marne, and Vanne,
2,260,945
30
Brussels (with suburbs), Bel.,
477,288
26
Amsterdam, Hoi.,
Haarlem dunes,
406,302
19
Rotterdam, Hoi.,
Filtered water from River Mass,
203,486
6
The Hague, Hoi.,
From sand dunes,
156,497
3
Copenhagen, Den.,
Driven wells,
312,387
9
Stockholm, Sweden,
Lake and well water,
236,350
18
Christiania, Nor.,
143,300
12
St. Petersburg, Rus.,
Filtered water from River Neva,
842,000
57.
Moscow, Rus.,
Mytschia springs and ponds, Moscov and
Yanza Rivers,
753,469
73
Berlin, Ger.,
Filtered water from Lake Tegel and River
Spree,
1,548,279
9
Hamburg (State), Ger.,
Filtered water from River Elbe,
591,647
28
Altona, Ger.,
Filtered water from River Elbe,
143,249
19
Dresden, Ger.,
Filter gallery by River Elbe,
269,250
9
Breslau, Ger.,
Filtered water from River Oder,
324,400
15
Munich, Ger.,
Spring water from Mangfall Valley,
298,000
8
Vienna (with suburbs), Aust-Hung.
Springs in the Schneeberg and driven wells,
822,176
9
Prague, Aust.-Hung.,
314,425
33
Budapest, Aust.-Hung.,
Ground water from wells,
463,017
34
Trieste, Aust.-Hung.,
160,092
12
Rome, Italy,
Fontanadi Trevi, Aqua Felice, and Paoli,
417,392
35
Milan, Italy,
Turin, Italy,
314,827
46
Venice, Italy,
Springs in the mountains fifteen miles distant,
— cast-iron conduit.
156,800
44
Cairo, Egypt,*
River Nile by canal,
374,838
260
Alexandria, Egypt,*
River Nile by canal,
231,396
208
Sydney (with suburbs), Austr.,
Impounded water from Upper Nepean River,
Brisbane (with suburbs), Austr.,
Including malarial fevers.
APPENDIX A,
271
A P PE N D I X • A. — Continued.
DEATH RATE PER 1OO.OOO OF POPULATION LIVING.
1891.
1892.
1893
1894.
1895.
1896.
POPULA-
TION.
DEATH
KATE.
POPULA-
TION.
DEATH
RATE.
POPULA-
TION.
DEATH
RATE.
POPULA-
TION.
DEATH
RATE.
POPULA-
TION.
%
POPULA-
TION.
IS
4,222,157
15
4,264,076
11
4,306,411
16
4,349,166
15
4,392,346
14
4,421,955
14
517,116
25
513,790
25
510,514
53
507,230
58
503,967
37
632,512
32
506,469
39
510,998
25
515,598
25
520,211
18
524,865
19
529,561
23
261,970
18
264,787
13
267,261
14
270,588
15
273,535
20
276,514
16
567,143
31
669,059
18
677,883
20
686,820
24
695,876
19
705,052
23
347,312
58
349,594
39
349,594
87
349,594
48
349,594
27
349,594
45
2,424,705
20
2,424,705
28
2,424,705
25
2,424,705
29
2,424,705
11
2,511,629
11
465,517
41
476,862
23
488,188
27
498,400
14
507,985
16
518,3£7
18
417,539
11
426,914
15
437,892
16
446,295
8-9
451,493
11
489,496
3
209,136
4
216,679
6
222,233
5
228,597
5
272,042
2
276,338
12
. 160,531
12
165,560
4
169,828
2
174,790
3
180,455
5
187,545
4
320,000
8
330,000
7
337,500
9
341,000
7
333,714
16
333,714
7
245,317
18
248,051
19
249,246
8
252,937
8
259,304
9
267,100
6
151,130
9
156,535
4
161,151
6
167,588
3
174,717
7
182,856
33
••
954,400
51
954,400
49
954,400
87
954,400
142
753,469
75
753,469
68
753,469
40
753,469
29
753,469
50
753,469
46
1,601,327
10
1,662,237
8
1,714,938
9
1,701,643
4
1,734,492
5
1,695,313
5
622,530
23
637,686
34
634,878
18
598,372
6
608,710
9
625,552
6
144,388
64
145,527
43
146,667
15
147,807
7
148,934
13
. . .
276,523
8
301,400
5
308,930
4-5
316,600
8
324,341
5
342,340
4
339,000
12
346,442
15
353,551
10
360,660
6
367,769
9
377,062
8
357,000
7
373,000
3
385,000
15
393,000
2-3
396,000
3
406,000
3
1,378,530
6
1,406,933
8
1,435,931
7
1,465,537
5
1,495,764
6
1,526,623
5
310,485
37
321,167
53
327,953
36
339,172
57
351,478
46
364,632
28
513,010
23
526,263
26
539,516
15
552,769
14
566,022
20
579,275
29
156,190
11
157,343
26
158,314
17
159,739
19
160,825
5
161,886
13
427,684
36
438,123
26
449,430
34
456,777
30
465,563
62
473,296
27
424,887
62
430,829
62
. . .
441,948
55
320,808
41
329,724
44
334,090
29
335,957
24
344,203
32
344,203
24
158,288
33
162,664
30
163,601
26
158,187
18
158,159
23
163,254
27
374,838
235
374,838
163
374,838
154
374,838
135
374,838
90
374,838
141
231,396
348
231,396
406,480
77
20
231,396
411,710
93,657
79
19
19
231,396
421,030
93,657
100
29
10
231,396
423,600
93,657
103
20
60
231,396
89
APPENDIX B.*
THE BACTERIA.
THE bacteria are minute vegetable organisms, devoid of chlorophyl,
and consist of a cellulose envelope containing a protoplasm described
as mycoprotein.
According to Nencki t they have the following chemical composi-
tion : —
Water, 84.26 per cent.
Solids, 15.74 " "
100.00 per cent.
Of the solids Nencki finds for the putrefactive bacteria of: —
Albumen, 87.46 per cent.
Fat, 6.41 " "
Ash, 3.04 « "
Undetermined substances, 3.09 " "
100.00 per cent.
" The albuminous substance is not precipitated by alcohol, and
differs in its chemical composition from other known substances of its
class."
Nencki calls this substance mycoprotein, and gives the following as
its chemical composition : —
Carbon, 52.32
Hydrogen, 7.55
Nitrogen, 14.75
* This Appendix is written with reference solely to water purification, and is intended
only as a brief discussion of the bacteria. Those who may desire to pursue the inquiry further
are referred to the standard text-books on this subject, of which may be mentioned, A "Manual
of Bacteriology, by Dr. George M. Sternberg, New York, 1893; The Principles of Bacteriology,
by Dr. A. C. Abbott, Philadelphia, 1894 ; Micro Organisms tn Water, by P. F. & G. C. Frank-
land, London, 1894 ; Bacteriological Diagnosis, by Dr. James Eisenberg, Philadelphia, 1892 ;
The Pathogenic Bacteria, by Dr. Joseph McFarland, Philadelphia, 1896, etc.
t A Manual of Bacteriology, by Dr. George M. Sternberg, New York, 1893, p. 117.
272
APPENDIX B. 273
%
Mycoprotein contains neither phosphorus nor sulphur.
The nitrogenous body appears to vary in different species, for in
b. anthracis a substance has been obtained by Nencki which does not
give the reactions of mycoprotein. This substance he calls anthrax-
protein.*
The green coloring-matter of plants is known as chlorophyl, and the
absence of this substance in the bacteria compels them to obtain the
materials upon which they subsist from organic matter in process of
digestion or decomposition ; in fact, the destruction and splitting up
of organic matter into its constituent elements, is chiefly, and in some
cases wholly, due to bacterial agencies.
The production of carbon dioxide, carbon monoxide, and nitrous and
nitric acids from decomposing organic matter, is due to the action of
the bacteria. The putrefactive bacteria are the first to attack organic
matter, producing what is known as decay, with a liberation of carbonic
acid and other gases, while the nitrifiers discovered by Winogradsky in
the soil at Zurich, act upon the nitrogenous matters, and convert them
into nitrous and nitric acids, which, uniting with lime, sodium, potash,
or other bases, form the nitrites and nitrates for the support of plant
life.
SAPROPHYTES AND PARASITES.
The bacteria divide into two great classes : —
1. Those which live and propagate their kind only upon dead or-
ganic matter, and known as the saprophytes.
2. Those which will live and develop only in the tissues or fluids of
the living body, and known as the parasites.
The line of division between the two classes is not well marked.
Some of the saprophytes may, under certain conditions, flourish as para-
sites ; while certain of the parasites, known to attain their highest state
of development in the animal body, will live for a limited time as sapro-
phytes. Thus the bacillus of tuberculosis (consumption) is classed as a
true parasite, but it can be cultivated (on artificial media) outside the
living host ; while some of the so-called saprophytes may independently,
or in conjunction with certain of the pathogenic bacteria, be responsible
for processes in the animal body which result in disease, and should
therefore be regarded as facultative parasites.
Bacteria which cannot subsist upon living matter are strict sapro-
phytes, while those which cannot subsist upon dead matter are true
parasites ; but the dividing line i.j not so distinct that we can readily
* A Manual of Bacteriology, by E. M. Crookshank, London, 1890, p. 148.
274 APPENDIX B.
determine with regard to certain bacteria whether they are the one or
the other ; and a saprophyte may be •&. facultative parasite, while a parasite
may be a facultative saprophyte.
LIQUEFIERS AND NON-LIQUEFIERS.
The bacteria again divide into two other great classes : —
1. Those which when cultivated in gelatin will render it fluid, and
known as the liquefiers.
2. Those which will develop on or in gelatin without liquefaction,
and known as the uon-liquefiers.
The bacillus of typhoid fever will not liquefy gelatin, while the bacil-
lus of cholera does liquefy gelatin. Most of the pathogenic or disease-
producing bacteria are uon-liquefiers, while most of the putrefactive bac-
teria are rapid liquefiers. Certain of the bacteria will liquefy gelatin at
room temperature (70° Fahr.) within a day or two, while others require
a growth of two or three weeks to render the gelatin fluid, and some
reduce the solid gelatin to a fluid at a rate so slow that the water of
liquefaction is evaporated through the cotton plug of the test-tube as
rapidly as it is formed.
The liquefaction of gelatin by bacterial agencies is not due to the
production of heat in the destruction of organic matter, but to certain
somewhat indistinct changes, by which the gelatin is peptonized and
rendered incapable of again becoming hard at the temperature of melt-
ing ice (32° Fahr.).
AEROBIANS AND ANAEROBIANS.
Again, the bacteria divide into two other great classes as defined by
Pasteur : —
1. Those which will grow only in the presence of oxygen, and
termed aerobians.
2. Those which will not grow in the presence of oxygen, and termed
anae'robians.
Most of the bacteria, so far as we are now aware, are aerobians ;
but it is probable that plate cultivation under strictly anaerobic condi-
tions may demonstrate the existence of species now unsuspected which
will not grow in the presence of oxygen. For example, the bacteria
found upon cultivation of a sample of water in a Petri dish, or on a
plate, are all aerobians, while the bacillus of tetanus (lockjaw) is a true
anaerobian. Under the usual conditions of plate culture the anaerobic
species, if any are in the water or other sample, will not grow, and of
APPENDIX B. 275
course do not enter into the subsequent count of the colonies, nor into
the differentiation of species found on the plate.
The plugging of the glass test-tubes for culture media with cotton,
allows the air to pass freely into the tube, while it effectually prevents
the entrance of any organism in the air, however small it may be.
Naturally, because of the difficulties of cultivation, few anaerobic
species of the bacteria have been found in water, but with improved
and more convenient methods of (anaerobic) cultivation, more may in
the future be found.
FORMS OF THE BACTERIA.
The bacteria are seen to be of three general forms when examined
under the microscope.
1. The Cocci, or spherical forms, which for convenience of identifica-
tion are divided into : —
The Micrococci, when the spheres are single or in irregular groups.
The Diplococci, consisting always or occasionally of two spheres
joined, and resembling a dumb-bell with the connecting rod missing.
The Tetrads, which consist of triangular groups of three of the
spheres, or cocci.
The Streptococci, in which the spheres are found in chains of many
members.
The Staphylococci, in which the spheres, or cocci, are grouped some-
what like bunches of grapes. (To this class belong the yellow and
white germs of septicaemia, or blood poisoning.)
The Sarciiia, in which the spheres are found in cubical packets,
divided in three directions, like a bale of goods tied with cords parallel
to all the sides.
The sarcina contain 8 or more spheres. Thus, if divided once in
each direction, the packet will contain the cube of two, or 8 spheres ; if
divided twice in each direction, the packet will contain the cube of
three, or 27 spheres. Usually the sarcina are seen under the microscope
as broken packets, the preparation and fixing of the culture on the
cover glass breaking up the characteristic arrangement of the members.
The cocci are regarded as non-spore-bearing bacteria.
2. The bacilli, or rods, straight or slightly bent.
To this class belong the organisms b. typhosus, diphtheria, c'oli corn-
munis, lactis aerogenes, the tubercle bacillus, and nearly all the putrefac-
tive and pathogenic bacteria.
The bacilli grow into rods, and separate into individual cells by
276 APPENDIX B.
fission. Thus one rod becomes two rods by separation in the middle ;
each of these separates again ; and as an evidence of the rate of growth
and multiplication of some of the bacteria, it is stated that one rod or
cell may, under favorable conditions, grow and divide within twenty
minutes ; from which, by calculation, it will be seen that one rod may
become the parent of nearly 17,000,000 within twenty-four hours.*
Of the bacilli, most are straight rods with round ends. B. anthratis
is a straight rod with square ends united in chains. In young cultures
of the typhoid germ long crooked strings are frequently noticed ; these
strings, or filaments, consist of many bacilli united together. In due
time such strings, by fission, separate into the typical bacilli of varying
length. The manner in which the bacilli are displayed on a cover glass
preparation is an important number in the differentiation of species.
Thus certain kinds, like b. anthracis, always are found in well-defined long
chains, with some detached links or rods (probably broken from the chain
by the manipulation of the specimen on the cover glass) ; others occur
only as separate rods ; sometimes short chains, of two to six or eight rods,
constitute the manner of grouping, but in all cases there is a method of
grouping which is a property or characteristic of the species.
3. The spirilla, or vibrios, are rods always bent, sometimes in the
form of the letter " S." To this class belongs the comma bacillus of Koch,
known as the cholera germ. As a rule, the spirilla are rods which,
if measured on the curve, are longer than the bacilli ; or the bacilli
and spirilla may both be regarded as rod forms of the bacteria, the
bacilli usually being the shorter and straight rods, while the spirilla are
the longer and always bent or crooked rods. The germ of diphtheria is
a comparatively long, slightly bent rod, but is classed as a bacillus.
The spirilla found in water are much fewer in number of kinds than
the bacilli ; in fact, the majority of the bacteria found in polluted waters
are of the latter form.
MOTILITY OF THE BACTERIA.
A property of the bacilli and spirilla, the cause of which is still open
to investigation, is motility. Certain of the bacteria of these forms
when examined, stained or unstained in drop cultures, exhibit surprising
activity. Thus the germ b. typhosus (in a drop of bouillon) has motions
of translation and rotation, and sinuous movements like a snake. Occa-
sionally some of the rods, when taken from young cultures, will be
* A Manual of Bacteriology, by Dr. George M. Sternberg, p. 114.
APPENDIX B. 277
observed in rotation resembling the movement of am acrobat on a hori-
zontal turning-bar, while others have a sluggish or no motion at all.
B. fluorescens Uquefaricns, a bacterium frequently found in water, re-
sembles in motility b. typhosus ; it resembles also the smaller rods of
this germ in dimensions ; but unlike b. typkosus, it rapidly liquefies the
gelatin in which it is grown, and in gelatin, and especially upon agar,
produces a beautiful fluorescent green which permeates the whole cul-
ture material.
B. coli communis has motility, but the motions of the bacillus are
sluggish and unlike those of b. typhosus. B. lactis aerogenes is not pos-
sessed of motility.
Motility of the bacteria, when viewed in drop cultures, is not to be
confounded with pedesis, which is a swaying or oscillatory motion of the
organism not due to inherent powers of locomotion. The motile bacilli
and spirilla are provided with delicate flagella or hair-like appendages,
which, acting as whips or oars, propel the germ through the drop of
fluid on the cover glass. It was at one time supposed that the motility
of the bacilli bore some relation to the number of the flagella, but re-
cent investigations seem to negative this belief.*
In Germany the flagella have been regarded as an important ele-
ment in the differentiation of the bacteria, but according to Dr. V. A.
Moore, the flagella cannot be taken into serious consideration in the
differentiation of closely allied species. f
With reference to the form, size, and other features of the bacteria,
due allowance must be made for the environment of the culture. The
culture media, its reaction, temperature of incubator, and nearness of
the culture to its original source, all have an important bearing on the
differentiation of species. When the bacteria are grown in a Petri dish,
room temperature (about 70° Fahr.) is preferable as corresponding with
the conditions under which the largest and most rapid growth will be
obtained; but at room temperature most of the pathogenic bacteria de-
velop slowly, and even if such were in a water sample, the probability of
finding them in plate cultures is rather remote.
CHROMOGENIC SPECIES.
Certain of the bacteria when grown upon suitable materials elab-
orate beautiful colors, which rival the colors of the solar spectrum.
For example, b. prodigiosus, a bacillus found in water, produces a deep
blood red ; b. rothe, another water bacillus, produces a raspberry red ;
* Character of the Flagella, V. A. Moore, Washington, D.C., 1893. t Ibid., P- 363.
278 APPENDIX B.
b. violaceus, also a water bacillus, produces a purple merging into blue ;
the staphylococcus pyogenes aureus, the organism of malignant pustule or
septicaemia, found in water, produces a golden yellow ; b. proteus fluo-
rescens produces a fluorescent green ; m. candicans, a water germ, pro-
duces a dazzling Chinese white ; m. aurantiacus, another water germ,
elaborates a beautiful orange color ; and m. carneus, a water micrococci,
produces a delicate pink or flesh color when grown on agar. The color,
when a characteristic, is an important element in determining species.
Among the products of bacterial action on dead organic matter are
the ptomains, some of which have toxic properties. The substance iso-
lated by Dr. V. C. Vaughan * from ice-cream and cheese, called tyrotoxi-
con, is one of the vital products of the putrefactive bacteria. Whether
the putrefactive bacteria are capable of producing ptomains from the
organic matter in water is not known, but some of the investigators
abroad seem to suspect the possibility of it.
The action of the pathogenic bacteria on organic matter is the pro-
duction of toxins, which probably are absorbed into the circulation of
the animal with the symptoms during life characteristic of specific dis-
ease, and the pathological lesions usually found upon post-mortem ex-
amination. The toxin from the growth of the bacillus of diphtheria on
the mucous membrane of the fauces, when taken into the circulation,
produces the symptoms and lesions characteristic of this disease. Dr.
McFarland remarks upon the virulent properties of the toxin elaborated
by the diphtheria bacillus,^ " No more convincing proof of the existence
of a powerful poison in diphtheria could be desired than the evidences
of general toxaemia, resulting from the absorption of material from a
comparatively small number of bacilli situated upon a little patch of
mucous membrane."
DIMENSIONS OF THE BACTERIA.
The dimensions of the bacteria are stated in microns, designated
by the Greek letter " //,," which is T<jW °f a millimeter, equal to about
5_i^_ of an inch. Thus the typical dimensions of b. typhosus are .5 to .8
"/A" wide, by 1.5 to 2.5 "/A" long; or about s^oo to 57550 of an mc^
wide or thick, and TF^ff to TTT^<j of an inch long.
Taking the average length of the typhoid bacillus as 2 microns (/x),
it will be seen that it would require 12,500 of these little rods placed
end to end to make one inch. The human mind can scarcely grasp the
* The Ptomaines and Leucomaines. by Vaughan and Novy, Philadelphia, 1891, p. 35 et seq.
| A Treatise on the Pathogenic Bacteria, Dr. Joseph McFarland, Philadelphia, 1896, p. 227.
APPENDIX B. 279
smallness of the bacteria ; but assuming that the un&ided vision is capa-
ble of distinguishing 200 lines or divisions to the inch, then each of
such divisions would contain over 60 of the typhoid germs, placed end
to end, or 180 if placed side by side.
The air and soil both contain bacteria which may come into water,
and aside from the pathogenic species, all bacteria found in water must
not be regarded as indigenous to this source. The natural water bacte-
ria may be considered as those found in the water from deep wells after
the rainfall has percolated through many feet of various kinds of soil
and filtering material, and even these may be, and probably are, from
extraneous sources; but for the present purpose it may be held that
such belong to water because of the inability of the filtering materials
in the drift and rock to restrain them.
Rain is probably free from bacteria and organic matter as it falls
from the clouds ; but in falling, material suspended in the atmosphere
will be intercepted and carried down to the earth, and into the usual
receptacles or channels of discharge of rainfall. In addition to the
bacteria and organic matter from the air, bacteria and matter from the
soil is washed into the streams and lakes ; and the excess in numbers
and gain in species of bacteria in river or lake waters, over those in
deep well waters, may be attributed to the air and soil, or to sewage
pollution. Any bacteria naturally in the air will be intercepted by rain-
fall; and if the species are capable of an independent existence in
water, may upon examination be found there. Likewise storm water
discharged through natural channels will contain bacteria intercepted in
flowing over the ground, together with some species obtained from
erosion of the earthy banks.
In the examination of a water sample for bacteria, a large number,
or rapidly liquefying organisms, should suggest the probable presence
of the putrefactive germs, among which are often found b. proteus vul-
garis, b. meseutericus vulgatus, and others of like character, which usually
are held to come into water from sewage sources.
SPORE-BEARING BACTERIA.
A characteristic of the bacteria not to be overlooked in differentia-
tion for species, is the presence or absence of spores. This cannot, in
all cases, be easily determined ; but a germ which yields spores is known
to be much more difficult to destroy than non-spore-bearing germs.
The spores are small, round, ovoid or oblong bodies, of which one or
more may be noticed in a single bacillus or spirillum, which will live
280
APPENDIX B.
and propagate bacteria of its kind after the destruction of the germ
itself.
Of the pathogenic bacteria found in water a few develop spores.
" According to H ueppe, the Koch comma bacillus forms arthrospores, but
it possesses no form which is endowed with any considerable powers of
resistance.'" This view is not shared by all investigators.! B. an-
thracis, another pathogenic germ found in water, forms spores. The
tetanus bacillus forms a spore in one end of the rod which gives it the
form of a drumstick. B. pyocyanus, found in green pus and also in
water, forms spores. Bacillus of mouse septicaemia forms spores. Of the
twenty-three pathogenic species of bacteria found in water, the above
are all that are certainly known at present to form spores.
The Franklands in their work on Micro Organisms in Water, give a
list of 200 species of the bacteria which have been found in water, of
which the following are classed as pathogenic varieties : —
PATHOGENIC BACTERIA FOUND IN VARIOUS WATERS.
GERM.
ORIGINAL DATE OF
IDENTIFICATION.
AUTHORITY.
B. anthracis,
1850
Rayer and Davaine, Pollender-Pasteur,
and Joubert-Koch.
B. typhosus,
1880
Eberth-Gaffky.
B. mouse septicamia,
1881
Gaffky-Loffier.
B. rabbit septic&mia.
1881
Koch-Gaffky.
B. pyocyanus,
1882
Gessard-Charrin-Ernst.
Sp. Asiatic cholera.
1884
Robert Koch.
B. tuberculosis,
1884
"
B. saprogenes,
1884
Rosenbach.
Staph. pyogenes aureus,
1884
Rosenbach-Passet-Fick.
B. coli communis,
1885
Escherich.
B. lactis aerogenes,
1885
"
B. proteus vulgaris,
1885
Hauser.
B. proteus tnirabilis,
1885
"
B. proteus Zenkeri,
1885
"
B. brevis,
1888
Rintaro Mori.
B. capsulatus,
1888
"
M. biskra,
1888
Heydenrich.
B. of tetanus,
1889
Nicolaer-Kitasato.
Coccus " B,"
1890
Foutin.
B. hydrophilus fuscus, 1891
Sanarelli.
B. proteus fluorescent, 1892
Jaeger.
Sp. Berolin&nsus, 1893
Neisser.
B. tholoeideum,
Gessner.
* Micro Organisms in Water, Percy & Grace Frankland, London, 1894, p. 399.
f Principles of Bacteriology, by Dr. A. C. Abbott, Philadelphia, 1894, p. 314.
APPENDIX B. 281
In addition to the pathogenic bacteria heretofore found in water,
certain investigators abroad seem to think that the bacillus of diphtheria
may be transmitted through the medium of water supply. In his evi-
dence before the Royal Commission on Metropolitan Water Supply, Dr.
Alfred Ashby * stated a belief that diphtheria might be so transmitted.
Dr. E. Frankland t says that animal refuse finding its way into water
may be accompanied by zymotic poisons dangerous to health, such as
those of typhoid fever, tuberculosis, or diphtheria ; while Dr.. George
Turner $ testified before the Commission that, " he had had one case
where he suspected that diphtheria was conveyed by water." No proof
is at hand indicating the transmission of this germ by water, although
it is possible that it may find its way into water, in the same way as
the tubercle bacillus, by the sputa or membraneous sloughings from a
patient suffering with this disease. It, however, may be said that the
remedies to be applied to polluted waters, or the precautions to be
observed in selecting water from the best natural sources, will have
the same influence in diminishing the chances of propagation of diphthe-
ria (if it should be shown to have a temporary habitat in water) as upon
the transmission of typhoid fever and cholera by this means.
In order to render the bacteria easily discernible under the micro-
scope, recourse is had to dilute solutions of the aniline dyes, which as
simple watery solutions, or in combination with a weak acid or alkali, are
readily taken up by the protoplasm of the cell substance. The bacteria
being devoid of chlorophyl, and consequently colorless in drop cultures
or fixed on cover glasses unstained, are somewhat difficult to study;
while by the addition of the dyes, or stains, these colorless bodies become
more or less opaque, and contrast sharply with the light transmitted
through the preparation, and when stained are easily viewed and exam-
ined microscopically.
The manner in which the bacteria take the stain is a material ele-
ment in the differentiation of species, and in jotting down the memo-
randa of examination of an organism the experienced observer never
fails to note the facility with which the stain is taken up. B. anthracis
thus takes the simple watery stain readily, while b, typhosus can be
promptly colored only by an acid or alkaline solution of the stains, and
the tubercle bacillus stains with great difficulty. The bacillus of tetanus,
on the other hand, is easily colored with the watery solutions, while
* Report of Royal Commission on Metropolitan Water Supply, London, 1893, Minutes
of Evidence, p. 140.
f Ibid., Appendices to Minutes of Evidence, p. 200.
| Minutes of Evidence, p. 177.
282 APPENDIX B.
b. proteus fluorescens requires the strongest dyes to give it color. This
property of taking stains is affected by the age of the culture, old cul-
tures being more troublesome to stain than young ones.
To illustrate the importance of familiarity with the action of the
aniline dyes on the bacteria, if a cover glass preparation suspected of
being the typhoid bacillus was under examination, and it took the watery
solutions promptly, it can be safely set down that it is not b. typhosus,
but some other germ.
The growth of the common water bacteria is inhibited by high tem-
peratures, while the pathogenic germs attain their highest development
at the temperature of the body. Thus, while the waters in rivers, lakes
and reservoirs, attain the highest temperature at the end of summer, a
temperature unfavorable to the growth of many of the water bacteria,
they are approaching the condition favorable to the growth and full
development of the pathogenic organisms ; and it is at this season of
the year when water-borne diseases should be most manifest.
In the following tables are given : —
1. A list of bacteria found in water which resemble the typhoid
bacillus in some dimension, and like b. coli communis and b. lactis aero-
genes, resemble it sometimes in other respects.
2. A list of the germs smaller than b. typhosus found in water.
3. A list of the larger bacteria found in water.
4. A list of the spore-bearing bacteria which have been found in
water.
In all the tables the principal properties of the organisms are given
to assist in the rough identification or differentiation of species. But
for the exact differentiation, the best descriptions of the various bacteria,
together with long and conscientious experience, will be found abso-
lutely necessary.*
* In the author's forthcoming work on the "Interpretation of Water Analysis," a full
description will be given of the modern methods of Bacterial Water Analysis, and the aids to
identification of species of bacteria.
APPENDIX B.
283
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286
APPENDIX B
No. 4. LIST OF SPORE-BEARING GERMS FOUND IN WATER.
GEBM.
ACTION
ON
GELATIN.
ENDS.
COLOK.
MORPHOLOGY.
B. Anthracis,
Liq.,
Square,
Gray white,
Forms filaments,
3-6-10 M x 1-1.5 M.
B. Subtilis,
"
Round,
Opaque white,
Long filaments, G ^ x2ju..
B. Vermicularis,
"
"
Gray,
Forms extensive filaments,
B. Megaterium,
M
«
Whitish,
8-9 fji long, 2.5 M broad.
B. Ramosus,
"
"
Gray,
Long filaments, 7 /u x 1.7/m.
B. Mycoides,
"
. .
White,
Long filaments, 1. 6-2.4 p. x .9 p..
B. Tetanus,
"
Round,
. . .
.9-1.1 M x -1-.2 M.
B. Pyocyanus,
"
Greenish white,
.8-Ux.15-.25M.
B. Mouse septicaemia,
"
Yellowish white,
Frequently in pairs, .8-1 /u. ,l-.2fi.
B. Brunneus,
Non-liq.,
. .
Milk-white brown ,
Fine and slender.
B. Circulans,
Liq.,
Round,
Translucent,
In twos and fours, 2-5 /u. x 1 M-
B. Erythrosporus,
Non-liq.,
"
Fluor-green,
Slender and short filaments.
B. Der Rothe,
Liq.,
"
Raspberry red,
Small, forms filaments.
B. Cuticularis albus,
Non-liq.,
"
White,
Bent filaments, 3.2 fi long.
B. Granulosus,
Liq.,
. .
Yellowish white,
Long slender filaments.
B. Limosus,
"
Round,
White,
Two or three joined, 3-4 /a xl.25/u..
B. Zopfii,
"
. .
Whitish yellow,
2-5 /ax. 75-1 M.
B. Mesentericus ruber,
"
Round,
Yellow brown,
Slender.
B. Mesentericus fuscus,
"
. .
Brownish yellow,
Short, in twos and fours.
B. Mesentericus
vulgatus,
11
Round,
Yellow,
Small, fat, pairs and fours.
B. Iridescens,
"
. .
Greenish yellow,
Bent filaments, 3.5-5.2 /u. long.
B. Guttatus,
"
. .
Bluish white,
1-1.13/u. x .93 u.
B. Thalassophilus,
"
. .
Light gray,
An anaerobian, with slender, vari-
able filaments.
B. Amylozyme,
Non-liq.,
Round,
White,
Pairs and chains, 2-3 /j. x -5 /u..
B. Filiformis,
Liq.,
White,
Forms filaments, 4 n. x 1 /<*•
Bacillus "C,"
Liq.,
. .
Pale brown,
5-20 nxl/*.
Bacillus "D,"
Non-liq.,
Round,
Pearl,
l-2/utx.l-.2M.
B. Acidi lactici,
Non-liq.,
. .
Gray white,
Pairs and fours, 1-1.7 M x .3-.4fx.
B. Lactis cyanogenus,
"
Blunted
corners,
Gray,
l-4Mx.3-.5M.
B. Butyricus,
Liq.,
Dirty yellow,
2.1/HX.38M.
B. Crassus aromaticus,
Round,
White
3.5-5 /u. x 1.5 /n.
B. Aerophilus,
"
"
Greenish yellow,
Slender, in twos and filaments.
B. Muscoides,
Non-liq.,
. .
Opalescent,
IM- broad.
B. Putrificus coli,
Liq.,
. .
White,
Slender filaments, 3/u. long.
B. Thermophilus,
Non-liq.,
White,
Forms filaments.
APPENDIX C.
THE LEGAL LIABILITY OF CITIES AND WATER COMPANIES
FOR DAMAGES BY SEWAGE POLLUTED WATER.
EXCEPTING cities are compelled by law to procure water from
satisfactory natural sources, or adopt the most perfect methods of
water purification, progress in the hygiene of public water supplies
will be comparatively slow. When, however, judicial decrees are
obtained against vendors (whether municipal corporations or pri-
vate companies) for the distribution of polluted and unwholesome
waters, then the interest of water purveyors in the quality of their
commodities will be great indeed.
If cities and private companies are held legally responsible
for all losses of life, time, and money by reason of polluted public
water supplies, the problem then will not be, — is improvement
in water quality desirable, but rather how can satisfactory im-
provement be obtained. The cost will not be seriously debated
then ; because the possible loss of money by damage suits, for a
brief period of time, will more than balance the cost of water from
proper sources, or of the most perfect works for the artificial
purification of polluted waters.
Let^ it be understood that every gallon of water sent through
the public mains must carry with it the seal of approval of con-
scientious as well as competent water analysts, and our public sup-
plies will then come from sources beyond the reach of sewage
pollution, or will be brought to the highest state of artificial puri-
fication which is attainable.
A successful suit has recently been fought upon these lines in
the lower courts of the State of Wisconsin. There, in the city of
Ashland, an epidemic of typhoid fever occurred during the winter
287
288 APPENDIX C.
of 1893-94 ; and notwithstanding repeated complaints by the local
and state health officials, the Water Company continued to supply
a sewage polluted water to its consumers. Among the victims of
this epidemic was one Lars G. Green, a laboring man, whose widow,
Mrs. Julia L. Green, upon advice of counsel, began a suit against
the Ashland Water Company for the legal value of her husband's
life.
The source of water supply for Ashland was Chequamegon
Bay, an arm of Lake Superior. The same bay also serves as the
receptacle of the city's sewage (Chap. II.) ; and the water supplied
to the patrons of the public mains was a mixture of water as re-
ceived from natural sources into the bay, and the city's sewage.
The suit was based on the theory that the water from Che-
quamegon Bay contained the specific germs of typhoid fever, which
came into it through the city sewers in the dejections of typhoid
fever patients then in Ashland ; that this water was drunk by Mr.
Green, and laid the foundation for the disease by which he per-
ished ; and that the Water Company, knowing the condition of the
water in the bay, was negligent in supplying to their customers
water for dietetic uses which was sewage polluted and therefore
unwholesome.
The suit was tried in the Circuit Court of Portage County,
Wisconsin, during the last week of November (1897), before
Hon. Chas. M. Webb. Upon trial of the case, it was proven that
Mr. Green was a railway employee living and working continuously
in Ashland ; that he was taken ill with and died of typhoid fever ;
that his premises were supplied with water from the mains of
the Ashland Water Company ; that the only water available in
Ashland was that supplied by the water company from Chequame-
gon Bay ; that this water was polluted with the sewage from the
city of Ashland ; that previous to Mr. Green's illness typhoid fever
had prevailed in Ashland, and the dejections from the patients had
gone into the city sewers and been discharged into Chequamegon
Bay ; and that with the exception of four days just prior to his ill-
ness, Mr. Green was exposed to the influence of no other water than
that supplied to his premises and the city of Ashland.
From the testimony offered, the jury found that the typhoid
APPENDIX C. ^W^ K*>^ 289
germ was transmitted to Mr. Green through the medium of the
public water supply, and held the water company liable in $5,000
damages. (The legal value of a human life under the laws of
Wisconsin.)
Similar suits doubtless will be brought elsewhere, to settle
the question of liability of municipal corporations and water com-
panies for delivering to their citizens or customers a fluid which
is carrying the germs of dangerous disease.
AUTHORITIES QUOTED OR REFERRED TO.
ABBOTT, DR. A. C., Philadelphia, " Principles of Bacteriology."
ALESSI, DR. G., London, " Putrid Gases as Predisposing
Causes of Typhoid Infection."
ANDERSON PURIFIER Co., London, 1896, " Water Purification."
ANKLAM, F., Berlin, " Filters at Lake Miiggel."
Annales de L? Institute Pasteur, Paris, 1892-94.
Annual Summary of Vital Sta-
London, 1890-96.
BAKER, M. N., New York, " Mechanical Filters," etc.
BAUMEISTER, PROF. R., Carlsrahe, "CleaningandSeweragecf Cities."
BERTSCHINGER, DR. A., Zurich, " Analyses of Zurich Water."
BINNIE, SIR A. R., London, 1894, " Available Sources of Water Sup-
ply for London."
BLESSING, JAMES H., Albany, N. Y., 1897, " An Address to the Common
Council."
BRYAN, W. B., London, " Cleaning Filters." East London
Water*Company.
CARMICHAEL, PROF. H., Boston, 1896, " Reduction of Iron in Ground
Waters."
Centralblatt fur Bacteriologie, 1892, " Freudenrich's Tests of Pasteur
Filters."
Consular Reports, U.S., Washington, D.C., " Fischer Filter, Worms."
1897,
CROOKSHANK, E. M., London, " Manual of Bacteriology."
DE VARONA, I. M., Brooklyn, 1896, " Report on the Future Extension
of the Water Supply of Brook-
lyn."
DEVONSHIRE, E., London, "Anderson Revolving Iron Puri-
fier."
DIBDIN, W. J. London, " Analytical Investigation of Lon-
don Waters."
DROWN, DR. T. M., Lehigh University, " Reduction of Iron in Ground
South Bethlehem, Waters," etc.
Pa.,
DUNBAR, PROFESSOR DR., Hamburg, " Reduction of Iron in Ground
Waters," etc.
290
AUTHORITIES QUOTED OR REFERRED TO.
291
DUPRE, DR. A.,
London,
ENGINEER Commission on Extension and Better-
ment of Cincinnati Water Works, 1896:
Engineering News,
Engineering Record,
ERNST, DR. H. C.,
Fire and Water,
FLAD, EDWARD,
FRANKLAND, DR. E.,
FRANKLAND, PROF. PERCY
and G. C.,
GILL, HENRY,*
" Andersfcn Iron Purifier, Worces
ter, England."
" Report" on Filtration of Water."
New York, 1896, " Removal of Iron from Ground
Waters," etc.
New York, 1894, " Typhoid Fever Statistics."
Harvard University, " Examination of Sample of Well
Boston, Wa.ter."
New York, 1804-95, " Typhoid Fever Statistics."
St. Louis, "Subsidence of Ohio River Water."
London, " Operation of London Filters,"
etc.
Birmingham, Eng., " Micro Organisms in Water."
HAWKSLEY, THOS.,
HAZEN, ALLEN,
HOLLIS, F. S.,
JORDAN, DR. EDWIN O.,
London,
London,
New York,
Boston,
Chicago,
Karlsruhe, 1897,
Journal fur Gasbeleuchtung
und Wasserversorgung,
Journal of the Sanitary Institiite, London, 1894-95.
Journal of the N. E. W. W. As-
1896.
New York,
London,
Altona, Ger.,
London,
KIRKWOOD, J. P.,*
KLEIN, DR. E.,
KUMMEL, W.,*
LANDOIS-STERLING,
LANDRETH, PROF. O. H.,
"Filtration of the Muggel Lake
Water Supply."
" Area of London Filters."
" Filtration of Public Water Sup-
plies," etc.
" Bacterial Efficiency of Lorain
Filters."
" Identification of Typhoid Fever
Bacillus."
" Cleaning Sand Filters under
Ice."
" Filtration," etc.
" Influence of Light on Micro
Organisms."
" Filtration of River Waters."
" Quality of London Waters."
" Rates of Filtration."
" Human Physiology."
Schenectady, N.Y., " Epidemic of Typhoid Fever at
Elmira, N.Y."
LANKESTER, PROF. E. RAY, Oxford University, "Origin of b. typhosus" etc.
LEFFMANN, DR. HENRY,
MAGER, ED.,
Philadelphia, 1897,
Hamburg, 1897,
Unfiltered Surface Waters al-
ways Unsafe for Town Supply."
Process of Cleaning the open
Filters of the Hamburg Water
Works."
Deceased.
292
AUTHORITIES QUOTED OR REFERRED TO.
Manual of American Water Works, New York, 1897-
MASON, PROF. WILLIAM P., New York, 1896,
MASS. State Board of Health, Boston, 1890-95,
MCFARLAND, DR. Jos., Philadelphia,
MEYER, F. ANDREAS, Hamburg, 1894,
MIGULA, Dr. WM
MILLS, H. F.,
MIQUEL, DR. PIERRE,
MOORE, DR. V. A.
London, 1893,
Lawrence, Mass.,
Paris,
Washington, D.C.,
MORISON-jEWELL FILTRATION COMPANY,
MUNN, DR. WILLIAM P.,
NICHOLS, WM. RIPLEY,
ODLING, DR. WILLIAM,
Ohio Sanitary Bulletin,
OSLER, DR. WILLIAM,
Denver, Col., 1896,
" Water Supply."
Annual Reports.
" The Pathogenic Bacteria."
" Das Wasserwerk der Frien- und
Hansestadt, Hamburg."
" Practical Bacteriology."
" Sterilization of Filter Sand."
" Sedimentation of Waters," etc.
" Character of the Flagella."
" Experimental Filters for Phila-
delphia," 1897, etc.
" Preliminary Report of Health
Commissioner."
New York, 1883, " Water Supply.'
London, 1893,
Ohio, 1897,
Baltimore,
PETTENKOFER, DR. MAX VON, Munich,
PIEFKE, HERR, Berlin,
PRELLER, CHARLES, S. D., London,
" Filtration of Surface Waters."
" Lorain Filters."
" Typhoid Fever in Baltimore."
" Cause of Typhoid Fever."
" Die Principien der Reinwasserge-
winnung vermittelst Filtration."
"Water Works of Zurich, Swit-
zerland."
"Use of Sterilized Water at
World's Fair." (1893.)
Proceedings American Water-
Works Association, 1894,
Proceedings Institution of Civil
Engineers, London, 1892-1895, " Filtration of Water in Europe."
PRUDDEN, DR. T. M., New York, " Typhoid Bacillus in Water."
RAFTER AND MALLORY,
RAVENEL, DR. M. P.,
REINCKE, DR. J. J.,
ROGERS, DR. EDMUND,
ROSENAU, Dr. M. J ,
ROYAL COMMISSION,
SANARELLI, Dr. G.,
SCHRODER, RUD,
SEDGWICK, PROF. W. T.,
SHEDD, J. HERBERT*
Rochester, N.Y., " Report on Spring Water Epi-
demic."
Philadelphia, 1897, " Bacterial Tests of Chemung
Water, Elmira, N.Y.
Hamburg, " Epidemiology of Typhoid Fever
in Hamburg and Altona."
Denver, Col., " Cause of Mountain Fever. "
San Francisco, " San Francisco Water Supply."
London, 1893, "Metropolitan Water Supply."
Montevideo, S.A., "The Typhoid Bacillus and Eti-
ology of Typhoid Fever."
Hamburg, " Operation of Hamburg Filters."
Boston, " Bacteria in Spring and Well
Waters," etc.
Providence, R.I., " Sand Filtration."
AUTHORITIES QUOTED OR REFERRED TO.
293
SMITH, DR. THEOBALD, Boston,
Statistische Zusam menstellung
der Betrtebs Ergebnisse von
Wasserwerken, Munich, 1895.
STERNBERG, DR. GEO. M., Washington, D.C.
THOMAS, R. J., Lowell, Mass.,
THOMAS AND MARSHALL, DRS., Philadelphia,
THORNE, DR. THORNE,
London,
New York, 1894,
Times, Daily,
Transactions American Society
of Civil Engineers, New York,
Tribune, Daily, New York, 1894,
VAUGHAN, DR. V. C.,
VAUGHAN AND Now,
Ann Arbor, Mich.,
Philadelphia,
The Fermentation Tube.'
" Sources of German Water Sup
plies."
" Manual of Bacteriology."
" Water Supply of Lowell."
Report on Philadelphia Water
Supply.
" The Caterham and Redhill Epi-
demic."
" Typhoid Fever."
Vols. xxxi., xxxii., xxxiii., and xxxv.
" Typhoid Fever and Water Sup-
ply."
" A Bacteriological Study of
Drinking Water."
" The Ptomaines and Leuco-
WESTON, EDMUND B.,
WHIFFLE, G. C.,
Providence, R.I.,
Boston,
WOODHEAD, DR. G. SIMS, Edinburgh,
ZEIMSSEN, PROFESSOR VON, Munich,
' itschriftdes Vereines Deutsch-
& Ingenieurie, Hamburg, 1895,
<_ 'thrift fur Hygiene, 1896,
" Providence Experimental Filter
Tests."
" Some Observations on the Re-
lation of Light to the Growth
of Diatoms."
" Seasonal Distribution of Ty-
phoid Fever," etc.
" On Typhoid Fever in Munich."
" Apparatus for Washing Filter
Sand."
" Reduction of Iron in Ground
Waters."
INDEX.
PAGE
Action of b. typhosus on animals ... 63
Action of bacteria on organic matter .... 132
Action in water of metallic iron on suspended
matter 241
Advantage of sedimentation 246
Advantage of water from undefiled sources . 83
Aeration of filter-bed 7, 133, 137, 235
Aeration of polluted waters 21
Aeration of water by Pohle air lift .... 204
Aeration of water from Anderson Purifier . . 241
Aerobic bacteria 274
Air-borne diseases 37
Altona, open filters of 252
Alum and sand filtration 173
Alum consumption per gallon of water with
mechanical filters 201
Alum per gallon of water, Lorain, Ohio . . . 196
Alum per gallon of water, Providence, R.I. . 189
Alum, reduction of bacteria by 115
Alum, test for, in filtrate 189
Alum, uudecompossd, in subsided water . . 115
Alum, use of, in Philadelphia water supply . 201
Alum, variable consumption of, with mechani-
cal filters 201
Amsterdam, filters of 181
Anaerobic bacteria 274
Analytical investigation of London water . .117
Analysis of Reading, Mass., water . . . .207
Analysis of sands and gravels 162
Analysis of solids of putrefactive bacteria . . 272
Analysis of sulphate of alumina 189
Analysis of water at Long Branch, N.J. . . 195
Anderson Revolving Iron Purifier,
52, 156, 182, 241, 242, 243, 244, 245
Angers, France, filter gallery 179
Animal charcoal filters for reduction of iron,
205,206
Anklam and Oesten's method for reduction of
iron in ground waters 205
Anthrax protein 273
Apparatus required for sterilization of water . 123
Area of filters, Amsterdam 181
Area of filters, The Hague 181
Area of filters, Hamburg 210, 223
Area of filters, Hudson, N.Y 177
Area of niters, Lawrence, Mass. . . . 166, 169
PAGE
Area of filters, London 183
Area of filters, Lowell, Mass 176
Area of filters, Miiggel Lake 231
Area of filters, Paris 182
Area of filters, Poughkeepsie, N.Y 178
Area of filters, Rotterdam 180
Area of filters, Zurich 183
Area of water on sand-bed, Cincinnati filters . 249
Arrangement of filtering materials, Amsterdam, 181
Arrangement of filtering materials, Berlin . . 230
Arrangement of filtering materials, Cincinnati, 250
Arrangement of filtering materials, The Hague, 181
Arrangement of filtering materials, Hamburg, 213
Arrangement of filtering materials, Hudson,
N.Y 177
Arrangement of filtering materials, Lawrence,
Mass 166
Arrangement of filtering materials, Lowell,
Mass 175
Arrangement of filtering materials, Miiggel
Lake 232
Arrangement of filtering materials, Paris . . 182
Arrangement of filtering materials, Pough-
keepsie, N.Y 178
Arrangement of filtering materials, Rotterdam, 180
Arrangement of filtering materials, Zurich . . 183
Arrangement of main and lateral drains . 249, 250
Artesian well waters 102, 113
Arthrospores 280
Asbury Park, N.J., mechanical filters, 203, 263, 264
Ashland, Wis., sand filters . . . 261,262,265
Assimilation of minerals in water by plant life, 88
Asterionella 87
Average daily consumption of water, Amster-
dam 182
Average daily consumption of water, Berlin . 233
Average daily consumption of water, The
Hague 181
Average daily consumption of water, Ham-
burg 220
Average daily consumption of water, Law-
rence, Mass 169
Average daily consumption of water, Munich, 80
Average daily consumption of water, Rotter-
dam 180
Average daily consumption of water, Zurich . 183
295
296
INDEX.
PAGE
Average length of run of mechanical filters . 191
Average period of operation of filters, Ham-
burg 220
Average rate, Amsterdam filters 182
Average rate, Berlin filters 260
Average rate, The Hague niters 181
Average rate, Hamburg filters 260
Average rate, Lawrence, Mass., filters . 165, 169
Average rate, London filters 259
Average rate, Paris suburbs filters .... 182
Average rate, Rotterdam filters 180
Average rate, Somerville and Raritan, N.J., fil-
ters 194
Average rate, Zurich filters 260
Average size of sand-grains 164
Bacilli, The 275, 277
Bacteria, The 272
Bacteria found in water larger than b. typhosus, 285
Bacteria found in water resembling b. typhosits, 283
Bacteria found in water smaller than b. typhosus, 284
Bacteria and organic matter 273
Bacteria from human intestine 60
Bacteria in air and soil 279
Bacteria in air of laboratory 53
Bacteria in artificial ice 53
Bacteria in Chelsea water 144
Bacteria in cistern water 41
Bacteria in distilled water 52
Bacteria in East London water 147
Bacteria in Elbe water 144, 152
Bacteria in filtered Elbe water 152
Bacteria in Grand Junction water 146
Bacteria in Lambeth water 146
Bacteria in New River water 147
Bacteria in Ohio River water 41
Bacteria in rain-water 50, 51, 279
Bacteria in spring water 48
Bacteria in Southwark and Vauxhall water . 145
Bacteria in water from stone disk and tube
filters 47
Bacteria in well waters ... 22, 26, 27, 44, 45
Bacteria in West Middlesex water .... 145
Bacteria, pathogenic ... 2, 15, 103, 278, 280
Bacteria, putrefactive 2, 278, 279
Bacteria, reduction of, by alum . . .. . 112,115
Bacteria, reduction of, by lime . . . 112, 114, 117
Bacteria, reduction of, by sterilized clay . .114
Bacteria, reduction of, by subsidence . Ill, 148
Bacteria, reduction of, by subsidence and filtra-
tion 148
Bacterial action of metallic iron in water, 241, 243
Bacterial contents of Chemung River water,
100, 101, 198, 199
Bacterial contents of Vanne water 243
Bacterial Contents of Various Waters . 40
Bacterial efficiency, Anderson Purifier, Paris . 243
Bacterial efficiency of filters at high rates,
173, 175, 190, 199, 202
PAGE
Bacterial efficiency of filters, Berlin .... 237
Bacterial efficiency of filters, Hamburg . 217, 218
Bacterial efficiency of filters, Lawrence, Mass.,
143, 153
Bacterial efficiency of filters, Lorain, Ohio,
195, 196, 202
Bacterial efficiency of filters, Paris .... 182
Bacterial efficiency of filters, Rotterdam . . 180
Bacterial efficiency of Morison mechanical fil-
ter 172, 199
Bacterial efficiency of sand filters 143
B. aiithracis 273, 276, 280, 281, 285
B. colt comntunis 275, 277, 283
B, coli comtmtnis, and b. lactis aerogenes, pro-
duction of gas by 57, 58,
B. coli communis and typhoid fever .... 63
B. coli communis in Chemung River water . 101
B. coli comntunis in dejecta 15
B. coli communis in impounded water . . . 103
B. coli communis, inoculation of guinea pigs
with 61
B. coli communis in polluted waters .... 60
B. coli communis in water supply of San Fran-
cisco 28
B. coli communis in well water .... 28, 103
B. diphtheria 275, 276, 278, 281
B. diphtheria, no proof of, in water .... 281
B. fluorescent liquefaciens 277, 283
B, lactis aerogenes . 57, 58, 60, 277, 280, 282, 283
B. mesentericus -vulgatus 279, 286
B, of mouse septiccemia 280, 284
B. prodigiosus 277, 285
B. proteus fluorescens 278, 280, 282
B. proteus vulgaris .... 28, 103, 279, 280
B. protetis vulgaris in water supply of San
Francisco 28
B. pyocyanus 280, 284
B. rothe 277, 286
B. tetanus 274,280,281,284,286
B. tuberculosis 273, 275, 280, 281
B. typhosns . 9, 11, 13, 15, 17, 30, 49, 56, 57, 58, 59,
60, 61, 62, G3, 64, 65, 275, 276, 277, 278, 280,
281, 282, 283
B. typhosus, b. coli communis, and b. lactis
aerogenes 57,58,59,60
B. typhosus, chemical composition of . . . 56, 57
B. typhosus, form and dimensions of . . 57, 278
B. typhosus in acid solution 58
B. typhosus in fermentation tube 57
B. typhosus, influence of, on gelatin, 56, 57, 58, 283
B. typhosus in sterilized milk . . . . 56, 58, 59
B. venenosus 99
B. violaceus 278
Beer, consumption of, in European cities,
13, 78, 79, 80, 139
Berlin and Chicago, water consumption com-
pared 8
Berlin, Plain Sand Filters of 230
Berlin, sources of water supply 75
INDEX.
297
PAGE
Biologic action of sand filters . 132, 133, 154, 165
Boiled water ............ 121
Brieger, reduction of toxins in bacterial cul-
tures ............ 3, 62
Brooklyn, ground water supply ..... 82
Capacity of Anderson Purifiers, Paris . . 243
Capacity of clear-well, Cincinnati niters . 250, 251
Capacity of filters, Mtiggel Lake . . . 231, 234
Capacity of Fischer filter, Worms ..... 240
Capacity of Lawrence, Mass., City filter . . 168
Capacity of London filters ....... 183
Capacity of mechanical filters, Somerville and
Raritan, N.J ........... 194
Capacity of proposed filters, Cincinnati . . . 247
Capacity of proposed settling-basins, Cincin-
nati .............. 247
Capacity of Schroder sand washer ..... 223
. 208
. 93
. 25
2, 85
135
56
Capacity of settling-basins, Hamburg . .
Caterham and Redhill, epidemic of typhoid
Causes of failure in filtration of water ..
Changes in the quality of a water supply .
Changes 'of pressure on sand-bed
Characteristics of b, typhosus
Chelsea filters, London ...... 25, 144
Chemical analysis of Lake Superior water . . 99
Chemical and bacterial efficiency of Fischer
filter ............. 240
Chemical and biological changes by sedimenta-
tion .............. 110
Chemical composition of b. typhostts .... 56
Chemical composition of the bacteria . . . 272
Chemical constituents of rain-water .... 51
Chemically and bacterially pure water ... 3
Chemicals used in Morison experimental filter,
187, 188
Chemung River as a carrier of typhoid infec-
tion .............. 100
Chicago and Berlin, water consumption com-
pared ............. 82
Chlorophyl ............. 272
Cholera bacillus ........ 23,276,280
Chromogenic bacteria ......... 277
Cincinnati and Hamburg, water consumption
compared ............ 82
Cincinnati as a typhoid fever center .... 42
Cincinnati, filters proposed for ...... 246
Cisterns, precautions with underground ... 86
Cistern water for dietetic purposes .... 86
Citations on Typhoid Fever Epidemics . 91
Cities of second class in United States ... 75
Clarified and purified water ....... 46
Classification of Cities by Typhoid
Fever Rates .... 70, 71, 72, 73, 74, 75
Clay sterilized, reduction of bacteria by ... 114
Cleaning the sand of mechanical filters . . . 184
Clear-water conduit and basin, Hamburg . . 219
Clear-water reservoir, Berlin ...... 233
Coagulants, use of, with mechanical filters . . 184
PAGE
Cocci, The 275
Collection of water in impounding reservoirs . 14
Colne Valley water, treatment of with lime . 113
Comma Bacillus, Koch's 276, 280
Comparison of cities upon typhoid fever rates,
Europe and United States ...... 75
Comparison of continuous and intermittent
sand filters 143
Comparison of large and small cities for water
supply 88
Comparison of natural and artificial sand fil-
tration 138
Comparison of population and water consump-
tion 87
Comparison of typhoid fever rates, Berlin,
Chicago, Louisville, Munich, Pittsburg,
Vienna 12
Comparison of water supplies, Europe and
United States 77
Constituents of sewage 10
Construction of filters, Hamburg 210
Construction of mechanical filters 185
Construction of plain sand filters 160
Consumption and waste of water in American
cities 82
Consumption of alum with mechanical filters . 201
Consumption of beer in American and foreign
cities 13
Consumption of beer in Munich 80
Consumption of water, Amsterdam .... 182
Consumption of water, Berlin 234
Consumption of water, German cities ... 84
Consumption of water, The Hague .... 181
Consumption of water, Hamburg 220
Consumption of water, Jersey City, N.J. . . 34
Consumption of water, Lawrence, Mass. . . 169
Consumption of water, London 118
Consumption of water, Munich 80
Consumption of water, Rotterdam 180
Consumption of water, Zurich 183
Continuous sand filtration 158
Continuous use of sand filters, London . . . 261
Cost of Anderson Revolving Iron Purifier, 243, 244
Cost of Ashland, Wis., filters 259
Cost of cleaning Lowell, Mass., filter . . . 176
Cost of covered filters, Berlin 258
Cost of covered filters, Zurich 258
Cost of Filters and Filtration 255
Cost of filters, Berlin and Hamburg . . 253, 254
Cost of filters, Long Branch 195
Cost of filters, Somerville and Raritan, N.J. . 194
Cost of filtration for Albany, N.Y 196
Cost of filtration, Miiggel Lake 233
Cost of filtration, Poughkeepsie, N.Y. . . .178
Cost of Fischer filter, Worms 240
Cost of Kronke method for reduction of iron
in ground waters 205
Cost of lime treatment per million U. S. gal-
lons . . 119
298
INDEX.
Cost of mechanical and plain sand niters, 192, 193
Cost of operating Lawrence, Mass., City filter, 168
Cost of operating mechanical filters . . 193, 197
Cost of operating open and closed filters, Zurich,
233,264
Cost of operating plain sand filters . . 197, 263
Cost of plain sand filters,
240, 245, 255, 256, 257, 258
Cost of Schroder sand washer 223
Cost of scraping sand-bed, London filters,
176, 262, 263
Cost of sterilizing large quantities of water,
121, 124, 125
Cost of treating water by Anderson process,
244,245
Cost of uncovered filters, Berlin and Ham-
burg 258
Cost of uncovered filters, Lawrence, Mass. . . 258
Cost of uncovered filters, Zurich 258
Cost of washing sand 263
Cost of washing sand, Hamburg 264
Cost of washing sand, Lawrence, Mass. . . 263
Cost of water sterilizing apparatus . . 124, 125
Covered filters 158,232
Covered reservoirs forstorage of ground waters, 87
Covered reservoirs for filtered water . . 156, 157
Crenothrix 87
Dayton, Ohio, Ground Water Supply ... 82
Decline of typhoid fever in Vienna and Munich, 67
Decomposition of organic matter in water . . 7
Degree of purity of natural waters .... 81
Dejecta from typhoid patients 63, 91
Delivery of water on sand-bed 250
Denver, Col., typhoid fever rates . . . 105, 106
Deposit on sand-bed. (Berlin.) 235
Digestion, effect of astringent on 200
Dilution of sewage-polluted water 3
Dimensions of filters, Cincinnati 247
Dimensions of filters, Lawrence, Mass. . . . 166
Dimensions of typhoid bacillus 278
Diplococci, The 275
Diphtheria, no proof of infection by water . . 281
Diseases from soil and water 37
Distillation of public water supplies . . . 121
Distilled water, influence of, on health ... 85
Distilled water, organic matter in 17
Distributing reservoirs for filtered water . . 156
Distrust of natural sources of water supply . 29
Domestic filters, use of 120, 131
Domestic filters, use of, with Ohio River water,
» 42, 43, 47
Domestic use of polluted waters 4
Dortmund, Ground Water Supply .... 83
Double filtration of water 154
Dual system of water supply .... 83, 129
Duplicate system of street mains . 121, 124, 125
Eberth's bacillus 62, 64
PAGE
Effective sedimentation of polluted waters . .110
Effective size of sand grains .... 143, 164, 172
Effect of astringent on digestion 200
Efficiency of Anderson Purifier on Ohio River
water 52, 244
Efficiency of filters at high rates of percolation, 2CO
Efficiency of filters, Hamburg 153
Efficiency of filters, Lawrence, Mass. . . . 153
Efficiency of filters, London 148, 151
Efficiency of filters, measurement of .... 155
Efficiency of filters, Reading, Mass 207
Efficiency of filters, Rotterdam 180
Efficiency of filters, Somerville and Raritan,
NJ 194
Efficiency of Kronke method for iron reduction, 205
Effluent regulating weir 214
Elizabeth, N.J., epidemic of typhoid . . . 108
Elmira, N.Y., epidemic of typhoid .... 100
Elmira, N.Y., Filtration Works 198
English Engineers, views of, on sedimenta-
tion 141
Environment, influence of, on species ... 64
Epidemic of typhoid, Caterham and Redhill . 93
Epidemic of typhoid, Elizabeth, N.J. . . .108
Epidemic of typhoid, Elmira, N.Y 100
Epidemic of typhoid, Evansville, Ind. . . . 108
Epidemic of typhoid, Lausen 91
Epidemic of typhoid, Lawrence, Mass. ... 98
Epidemic of typhoid, Lowell, Mass. ... 98
Epidemic of typhoid, Middletown, Conn. . . 106
Epidemic of typhoid, Plymouth, Pa. ... 94
Epidemic of typhoid, Sault Ste. Marie, Mich. 99
Epidemic of typhoid, Spring Water, N.Y. . . 96
Epidemic of typhoid, Stamford, Conn. . . . 107
Epidemic of typhoid, St. Louis, Mo. ... 99
Epidemic of typhoid, Zurich 96
Estimated cost of a system of filters .... 256
Estimated cost of covered filters 256
Estimated cost of filters, Albany, N.Y. . . . 257
Estimated cost of filters, Cincinnati . . 252, 253
Estimated cost of filters, Philadelphia, Pa. . .255
Estimated cost of filters, Providence, R.I. . .256
Estimated cost of open filters 256
Evansville, Ind., epidemic of typhoid . . . 108
Exclusion of b. typhosus from drinking-water . 65
Experimental filters, Providence, R.I. . . . 170
Experiments on b, typhosus and b. colicommunis
in sterilized milk 59
Experiments with sterilized sand, Berlin, 236, 237
Evidence of b- typhosus in water supply . . 57
Evidence that typhoid fever rates can be con-
trolled 75
Factors of sand filtration 8
Facultative parasites 273
Facultative saprophytes 273
Feasibility of water supply from sources nat-
urally pure 90
Fermentation tube, the 57, 103
INDEX.
299
PAGE
Ferrous hydrate, formation of, by Anderson
process 241, 243
Filaments of bacteria 276
Filter capacity in reserve 210, 231
Filter galleries 179
Filter gallery, Angers, France 179
Filter galleries, Lyons, France 179
Filter gallery, Perth, Scotland 179
Filter galleries, rate of percolation .... 179
Filter gallery, Toulouse, France 179
Filter galleries, quality of water from . . . 179
Filters of Hamburg 77, 208
Filters of the cities of Holland 5
Filters, management of 83
Filters, management of, at Berlin 234
Filters Proposed for Cincinnati . . . .246
Filters of Zurich 183
Filters, rate of delivery 161
Filtered water, use of, for washing sand . . 214
Filtering materials 162
Filtration of surface waters 84
Filtration of lake waters .../..... 20
Filtration of the Vyrnwy water 81
Filtration of Water Supplies 131
Filtration of water from Welsh sources for
London 84, 141
Filtration through the drift . . 26, 27, 28, 139, 179
Filtration with and without alum 173
Filtration Works, Elmira, N.Y 198
Filtration Works, Miiggel Lake . . . 230, 231
Fischer Filter, Worms 238
Flagella, The, 277
Food for bacteria in water 134
Form and dimensions of b. typhosus . . 57, 278
Formation of nitrates and nitrites, 133, 136, 137, 194
Free sulphuric acid in water treated with
alum 200
Freudenrich's tests of Pasteur niters . . . 43, 45
Gas, production of, by b. colt communis and b.
lactis aerogenes 58
Gelatinous film on sand-bed 133
General use of unpotable water 120
Germ theory of disease 10
Grada of sand in London filters ..;... 184
Grading of filtering materials 162
Grouping of species 275, 276
Ground water sources in Germany . . . 83, 84
Ground water supply, Brooklyn, N.Y. ... 82
Ground water supply, cities of Germany . . 84
Ground water supply, Dayton, Ohio .... 82
Ground water supply, Dortmund 83
Ground water supply, Jacksonville, Fla. . . 82
Ground water supply, Kent Works, London . 83
Ground water supply, Leipsic 83
Ground water supply, Lowell, Mass. ... 82
Ground water supply, Memphis, Tenn. ... 82
Ground water supply, South Bend, Ind. . . 82
Growth of bacilli by fission 275, 276
Growth of bacteria in sand-bed
PAGE
. 134
Habitat of b. typhosus 64
Hague, The, filters of 181
Hamburg and Cincinnati, water consumption
compared . 82
Hamburg Settling-Basins and Filters . 208
Hamburg, water supply of 77, 208
Hard and soft pure water 31
Hardness of Ohio River water 28
Head of water on Berlin filters 232
Head of water on Fischer filter 238
Head of water on Hamburg filters .... 213
Head of water used on sand washers . . . 223
High rates of filtration 25, 26, 259, 260
Holland, filters of 5
Hollow porous glass plaques for filtration . . 238
Hudson, N.Y., sand filters 177
Hygienic Laboratory, Hamburg 5
Ice, formation of, on filters 158
Identification of the typhoid bacillus . . 64, 288
Imperial Board of Health (Germany) on rate
of filtration 142
Impounding reservoirs at high elevations . . 15
Impounding reservoirs of New York and Liver-
pool 21
Infection of milk, by typhoid tainted water,
107, 108
Infectious disease, sources of 37
Influence of alkalinity on bacteria in water . 23
Influence of b. typhosus on gelatin . . .56, 58
Influence of casing-pipe on bacteria in well
waters 27
Influence of climate on filter construction . . 251
Influence of culture media on species . . . 277
Influence of days of cultivation on bacteria . 48
Influence of distilled water on bone formation, 86
Influence of distilled water on health ... 85
Influence of environment on species . . 64, 277
Influence of filtered water on bacteria in water
mains 153
Influence on filtration of effective size of sand
grains 173
Influence of form of filter 158
Influence of freezing weather on open filters . 149
Influence of hard water on the animal system . 30
Influence of London water on typhoid fever
rates 11
Influence of management on filtration, 83, 253, 254
Influence of nitrates and nitrites on bacteria . 23
Influence of origin on culture 277
Influence of putrid gases on rats, guinea pigs,
and rabbits 61
Influence of sand filtration on typhoid fever
rates 131, 155
Influence of sewerage on typhoid rates ... 68
Influence of sterilized water on typhoid rates . 128
Influence of sunlight on growth of algae . . 87
300
INDEX.
PAGE
Influence of sunlight on growth of bacteria in
water 53,54,55
Influence of sunlight on turbid waters ... 87
Influence of temperature on growth of species, 277
Influence of temperature on growth of bacteria
in water 282
Influence of time on efficiency of charcoal
filters 206
Influence of variable rates of filtration . . . 215
Influent and effluent regulators . . . 209, 214, 247
Inoculation of guinea pigs with b. coli com-
munis 61
Intermittent sand filters 203
Iron in ground waters, reduction of .... 203
Jacksonville, Fla., ground water supply . . 82
Jersey City, N.J., consumption of water . . 34
Jersey City, N.J., reduction of typhoid fever, 35
Jersey City, N. J., typhoid fever rates, 32, 33, 34, 35
Jersey City, N.J., water supply of .... 32
Jewell mechanical filters 186, 195
Judicial decisions on quality of water supply, 109,287
Kent Works, London, ground water supply, 83
Keyport, N.J., mechanical filters 264
Koch's Comma Bacilliis 276, 280
'Kronke method of iron reduction 205
Lake Miiggel water 140
Lake water, filtration of 20
Lake Zurich as a source of water supply . . 20
Lausen, typhoid fever epidemic 91
Lawrence, Mass., city filter 166
Lawrence, Mass., epidemic of typhoid ... 98
Lawrence, Mass., reduction of typhoid fever in, 36
Lawrence, Mass , storage reservoir .... 156
Lawrence, Mass.,watersupplyandtyphoidrates, 36
Legal Liability of Cities and Water Com-
panies for Damages by Sewage-Pol-
luted Water 287
Leipsic, ground water supply 83, 84
Lime, reduction of albuminoid ammonia by . 118
Lime, reduction of bacteria by . . 112, 114, 117
Lime, reduction of hardness by 117
Lime, reduction of total solids by 118
Lime treatment of London water 118
Lime treatment, cost per million U. S. gallons, 119
Limiting the head on filters, Berlin . . 136, 234
Limpidity and purity of water 12
Liquefying bacteria 274
Local causes of typhoid fever 39
Location of cities, ruling factor 90
London, a city of the second class 76
London and Philadelphia, water consumption
compared 82
London, treatment of water by lime . . 118, 119
Long Branch, N.J., mechanical filter . . . 195
Longevity of the typhoid bacillus in water . 17, 42
Lorain, Ohio, mechanical filters 195
PAGE
Loss by typhoid fever in large cities of Europe
and Australia 270, 271
Loss by typhoid fever in large cities of United
States and Canada 109, 268, 269
Loss of salts and minerals in water by distilla-
tion 85
Lowell, Mass., epidemic of typhoid .... 98
Lowell, Mass., filter-bed 175
Lowell, Mass., ground water supply . . .37, 82
Lowell, Mass., reduction of typhoid fever . . 36
Lowell, Mass., water supply and typhoid rates, 36
Lyons, France, filter gallery 179
Mager sand-scraping apparatus .... 224
Management of filters 83
Management of filters, Berlin .... 234, 235
Manchester, Eng., water supply of .... 5
Malvoz' experiments with b. coli communis . 64
Marston Lake as a source of water supply . . 106
Af. Aurantiacus 278
Maximum rate of filtration, London .... 259
Maximum yield of filters, Hamburg .... 2lIO
M. Candicans 278
M. Carneus 278
Measurement of efficiency of filters .... 155
Measurement of the bacteria 278
Mechanical filters in American cities .... 193
Mechanical filters, Lorain, Ohio 266
Mechanical niters, Philadelphia, Pa 197
Mechanical Filters, Rate of Filtration . 184
Mechanical filters, Somerville and Raritan,N.J. 194
Mechanical sand filters 158, 184
Memphis, Tenn., ground water supply ... 82
Merrimac River as a carrier of typhoid infec-
tion 98
Method of bacterial examination, Miquel . . 243
Method of operating Morison filter .... 186
Micrococci, The - . . 275
Middletown, Conn., epidemic of typhoid fever, 106
Milk as a carrier of typhoid infection . . . 107
Milk, infection of, by typhoid-tainted water . 108
Minimum rate of filtration, London .... 259
Minute amount of organic matter in distilled
water 17
Morison mechanical filter 172, 184
Morison mechanical filter, bacterial efficiency
of 172
Motility of the bacteria 276, 277
Motility of b. typhosus 276
Mountain sources of water supply . . 37, 81, 90
Munich, consumption of beer in 80
Munich, consumption of water in ..... 80
Munich, decline of typhoid fever in .... 67
Munich, source of water supply 16
Mycoprotein 272
Natural and alum nitration, relative effi-
ciency of 173,198
Natural filtration through the drift . . 138, 139
INDEX.
301
PAGE
Natural purification of water in the drift . . 22
Natural sand nitration 139, 158
Natural sources of pure water not generally
available 81
Nencki on chemical composition of the bac-
teria 272
Nitrates and nitrites 273
Nitrifying bacteria 273
Nitrifying bacteria in sand-beds of filters, 133, 136
Non-liquefying bacteria 274
Nostoc .87
. 10
. 210
. 31
. 87
. 112
Object of water purification . .
Objections to filters of large area .
Objections to sewage-polluted water .
Odors and tastes in stored waters . .
Ohio River water, lime treatment of .
Ohio River water, sedimentation of . . . .111
Ohio River water, test of, in Parietti solution . 50
Open filters 158, 210
Open filters, Altona 252
Open or closed filters for Cincinnati .... 251
Operation of London filters, 144, 145, 146, 147, 148
Organic matter on watersheds 14
Oscillaria, 87
Oysters as a cause of typhoid infection . . . 106
Parasitic bacteria 273
Parietti solution, test of Ohio River water with,
49,50
Paring of sand-bed 133
Paris, France, Anderson Purifiers 182
Paris, France, Storage Reservoirs .... 156
Pathogenic bacteria . . . 2, 15, 103, 277, 278, 280
Pathogenic bacteria in plate cultures . . . .277
Pathogenic organisms in water 29, 280
Pedesis 277
Percentage of typhoid mortality 66
Percentage of filtered water available for con-
sumption 263, 264
Percentage of filtered water required for wash-
ing sand 263, 264
Period of operation of filters . . . 161, 228, 261
Period of operation of filters, Berlin . . 261, 262
Period of operation of filters, Hamburg,
216, 217, 220, 261
Period of operation of filter, Lawrence, Mass., 262
Period of operation of filters, London . . . 262
Period of operation of filters, Lowell, Mass. . 176
Period of operation of filters, Providence, R.I.,
171, 172, 262
Period of operation of filters, Zurich . . . .261
Perth, Scotland, filter gallery 179
Petroleum in drinking-waters 86
Pettenkofer's theory of typhoid fever . . 66, 69
Pequannock River as a source of water supply, 33
Philadelphia and London, water consumption
compared 82
Piefke method for reduction of iron in ground
waters . . 205
PAGE
Plymouth, Pa., epidemic of typhoid fever . . 94
Poisonous minerals in water 86
Pollution of lakes 20
Pollution of shallow wells 22
Pollution of water by fertilizers 23
Population of the large cities of Australia,
Europe, and United States, 268, 269, 270, 271
Potash alum, treatment of water by . . . .112
Poughkeepsie, settling-basins and filters . . 178
Precautions with underground cisterns ... 86
Production of gas by b. coli communis and
b. lac t is aerogenes 57
Products of bacterial action 273
Propagation of typhoid fever by drinking-
water 65
Proportion of water for domestic uses ... 78
Proposed rate of filtration, Denver, Col. . . 260
Protection of River Thames 17
Protection of watersheds 21, 76, 81
Providence experimental filter tests .... 170
Ptomains, The 3, 4, 278
Ptomains in water 4, 278
Public improvements and politics . . . 126, 254
Pure and impure water 2
Pure and Purified Water 81
Pure water not found in nature 3
Putrefactive bacteria 2, 103
Putrid gases as predisposing causes of typhoid
fever 61
Quality of water from filter galleries . . . 179
Quincy, 111., storage reservoir 157
Rainfall and Typhoid Fever 104
Rare occurrence of sources of water supply at
high elevation 16, 90
Raritan and Somerville, N.J., mechanical fil-
ters of 194
Rate of delivery of filters 161
Rates of filtration . . 26, 161, 165, 168, 259, 260
Rate of filtration, Amsterdam 182
Rate of filtration, Ashland, Wis 260
Rate of filtration, Berlin 232
Rate of filtration, Cincinnati, proposed for, 247, 249
Rates of filtration, Fischer filter, Worms . . 240
Rate of filtration, The Hague ...... 181
Rate of filtration, Hamburg 217
Rate of filtration, Hudson, N.Y 178
Rate of filtration, Lawrence, Mass. . . 143, 169
Rate of filtration, London 183
Rate of filtration, Lowell, Mass 176
Rate of.filtration, mechanical filters .... 184
Rate of filtration, M orison filter . . . 188, 190
Rate of filtration, Paris 182
Rate of filtration, Poughkeepsie, N.Y. . . .178
Rate of filtration, Providence, R.I 171
Rate of filtration, Rotterdam 180
Rate of filtration, Tacoma 260
Rate of filtration, Zurich 143, 183
302
INDEX.
PAGE
Rate of growth of bacteria 276
Rate of liquefaction of gelatin 172
Rate of percolation into filter galleries . . .179
Rate of percolation through the drift .... 26
Reading, Mass., mechanical filters .... 207
Recovery of heat from distilled water . . . 122
Reduction of albuminoid ammonia by lime
treatment of water 118
Reduction of bacteria by alum treatment of
water 112, 115
Reduction of bacteria by filtration .... 165
Reduction of bacteria by Lawrence filter, 153, 169
Reduction of bacteria by lime treatment of
water 112, 113, 114, 117
Reduction of bacteria by sedimentation . Ill, 112
Reduction of bacteria by sterilized clay . . .113
Reduction of color by mechanical filtration . 191
Reduction of hardness by lime treatment of
water 117
Reduction of iron in ground waters .... 203
Reduction of organic matter by subsidence . 117
Reduction of sand-bed by scraping . . 182, 235
Reduction of silt by subsidence . . 115, 116, 246
Reduction of suspended matter by subsidence, 246
Reduction of total solids by lime treatment of
water 118
Reduction of total solids by mechanical filters, 194
Reduction of typhoid rates, Hamburg ... 77
Reduction of typhoid rates, Jersey City, N.J. . 34
Reduction of typhoid rates, Lawrence, Mass.,
36,37
Reduction of typhoid rates, Lowell, Mass. . 36
Reduction of typhoid rates, Newark, N.J. .33
Refilling of filters 219, 234
Regulating valves and weirs . . . 158, 209, 215
Relative dimensions of Hamburg filters . . 210
Relative efficiency of filters with and without
alum 173, 198
Renewal of sand-bed 161, 171
Reservoirs for filtered water 156
Reservoirs for ground waters 86
Restoration to service of sand filters .... 133
Rivers as carriers of sewage 17
Rivers as sources of water supply . . . . 15, 16
Rivers constitute the principal sources of water
supply 16
Rotterdam, filters of 180
Royal Commission on Metropolitan water sup-
Ply 4
Salts and gases in solution in natural waters, 121
Sand and charcoal filters for reduction of iron,
203,204
Sands and gravels, selection of 162
Sand scraped and washed per million gallons,
Hamburg 263
Sand scraped and washed per million gallons,
Lawrence, Mass 262
Sand filters of London water-works .... 6
PAGE
Sand filtration in Europe 131
Sand-washing machinery 213, 235
San Francisco, typhoid fever in 102
Saprophytic bacteria 273
Sarctna, The 275
Sault Ste. Marie, Mich., epidemic of typhoid
fever 99
" Schmutzdecke," The 7, 134, 184
Schroder sand-washing machine, 220, 221, 222, 223
Scraping the sand-bed .... 212, 235, 261, 262
Scraping the sand-bed under ice ... 158, 224
Seasonal distribution of typhoid fever ... 66
Seasonal rotation of large bodies of water . . 19
Sedimentation and sand filtration in Europe,
140, 141
Sedimentation of Chelsea water 112
Sedimentation of East London water . . . 112
Sedimentation of Grand Junction water . .112
Sedimentation of Hamburg water 208
Sedimentation of Lake Linthrathen water . . Ill
Sedimentation of Lambeth water ...... 112
Sedimentation of Ohio River water,
111, 115, 116,246
Sedimentation of Polluted "Waters . . 110
Sedimentation of Thames water 112
Sedimentation of West Middlesex water . . 112
Sedimentation, time allowed for, in various
water-works of Europe 141
Seine, The, water of 102
Selection of sands and gravels 162
Self-purification of sewage-polluted streams . 20
Separate services for sterilized water . . . 125
Settling-basins and filters, Hamburg .... 208
Sewage infection of oysters 107
Sewage in river and lake waters 15
Sewage pollution of drinking-water .... 98
Sewage pollution of navigable streams and
lakes 98
Sewage-polluted water and disease .... 8
Sources of water supply in driven wells . . 82
Species of bacteria in water .... 132, 279, 280
Spirilla among the water bacteria . . 276, 279, 280
Spirilla or vibrios, The 276
Spore-bearing bacteria 279, 286
Spring Water, N.Y., epidemic of typhoid
fever 96
Staining of bacteria 281
Stamford, Conn., epidemic of typhoid fever . 107
Standard of filtrate 190, 191
Standard of food quality 29
Standard of successful filtration . . . . . 24
Standard of water quality 3
Staphylococci, J^he 275
Staphylococcits pyogenes aureus 278
Starting a filter in service 136
Stas-Otto method for reduction of toxalbumens, 62
Sterilization of articles of diet 38
Sterilization of Drinking- Water ... 120
Sterilization of filter sand 165
INDEX.
303
PAGE
Sterilization of water in U. S. Navy . . 85, 128
Sterilization of water at World's Fair . . . 128
Sterilized water for dietetic uses 85
Sterilized water on ocean steamships . . 85, 130
Sterilizing large quantities of water, cost of . 121
St. Louis, Mo., epidemic of typhoid .... 99
Stone disk and tube niters 47
Straining action of sand niters 132
Streptococci, The 275
Storage and distributing reservoirs for filtered
water 156, 157
Storage of filtered water, Lawrence, Mass. . 156
Storage of filtered water, London 157
Storage of filtered water, Paris 156
Storage of filtered water, Quincy, 111. . . . 157
Storage of ground waters 86
Storage of surface waters 87
Storage of water after filtration . . . 156, 157
Storage of water from Anderson Purifiers . . 182
Source of water supply, Dresden . . . . 75, 88
Source of water supply, Hamburg . 77, 88, 208
Source of water supply, Lawrence, Mass. . . 88
Source of water supply, Liverpool .... 88
Source of water supply, Munich . . . . 16, 88
Sources of impurities in water 2
Sources of infectious disease 37
Sources of naturally pure water 81
Sources of water supply 14
Sources of water supply, Berlin . . . . 75, 88
Sources of water supply, cities of Holland . . 75
Sources of water supply, Copenhagen ... 88
Sources of water supply, driven wells ... 82
Sources of water supply, London 88
Sources of water supply, Paris 88
Sources of water supply, Stockholm .... 88
Sources of water supply, Vienna ... 5, 16, 88
South Bend, Ind., ground water supply ... 82
South Platte River as a source of water sup-
ply 106
Submerged sand filter, Zurich 96
Subsidence of organic matter in water . 21, 140
Subsidence of polluted waters 140
Subsidence rate of, in Ohio River water . . 116
Sulphate of alumina analysis 189
Sulphate of alumina and free flow 188
Sulphuric acid in filtrate 191
Tastes and odors in stored waters .... 87
Temperature of Hamburg water . . . 210, 220
Test for alum in filtrate 190
Test of Ohio River water with Parietti solution, 50
Tests of water quality 31
Tetrads, The 275
The Hague, filters of 181
Theory of alum and sand filtration .... 188
Theory of liquefaction of gelatin 274
Theory of sand filtration ... .... 132
The Typhoid Bacillus and Typhoid Fever, 56
Time required to scrape filter-beds .... 226
Time required to wash sand-bed 191
Toxalbumens, Stas-Otto method, reduction by, 62
Toxic substances in bouillon 3
Toxin of diphtheria 278
Toulouse, France, filter gallery 179
Transmission of typhoid by Furlen Brook . . 92
Transmission of typhoid by River Limmat . . 96
Transmission of typhoid by Mississippi River, 100
Transmission of typhoid by well water ... 93
Treatment of polluted waters 24
Treatment of sewage 24
Typhoid bacillus,
9, 11, 57, 275, 276, 277, 278, 280, 281, 282, 283
Typhoid bacillus, identification of, 56, 64, 278, 288
Typhoid bacillus, longevity of 17
Typhoid bacillus, The, in water supply . . 65, 67
Typhoid death rates of cities using filtered river
water 23
Typhoid death rates of cities using lake water, 22
Typhoid death rates of cities using river water, 23
Typhoid fever and rainfall 105
Typhoid fever as a measure of city sanitation, 69
Typhoid fever as a water-carried disease . . 108
Typhoid fever as an autumn disease .... 66
Typhoid fever as an index of water quality, 22, 70
Typhoid fever, Denver, Col 104
Typhoid fever in Hamburg and Altona ... 68
Typhoid fever in San Francisco 102
Typhoid fever, loss by, in large cities of United
States 109
Typhoid fever rates, Berlin and Rotterdam . 139
Typhoid fever rates, Jersey City, N.J. ... 33
Typhoid fever rates, Lawrence, Mass. ... 36
Typhoid fever rates, Lowell, Mass 36
Typhoid fever rates, Newark, N.J 33
Typhoid fever rates, Vienna and Munich . 138
Typhoid fever statistics from the larger cities
of Australia, Canada, Europe, and United
States ....... 268,269,270,271
Typhotoxin 62
Types of mechanical filters 185
Types of Sand Filters 158
Tyrotoxicon 278
Ubiquitous nature of decomposing or-
ganic matter 16
Undecomposed alum in subsided water . . . 115
Uniformity coefficient of mixed sizes of sand,
164, 165, 172
Uniformity of discharge from filters .... 232
Unpotable water, general use of 120
Use and waste of water in German cities . . 82
Use by cities of water from driven wells . 82, 84
Use by cities of water from mechanical filters . 89
Use of coagulant with mechanical filters . . 184
Use of filtered water for washing sand . . . 214
Use of water from public mains in large cities, 89
Vanne water (Paris) 83, 88, 102
304
INDEX.
PAGE
Vanne water, bacterial contents of .... 243
Variable consumption of alum with mechanical
niters 201
Variation in counts of bacteria 40
Variation of head on filter-beds 234
Ventilation of closed niters 235
Vienna, decline oi typhoid fever in . . . G7
Vienna, sources of water supply .... 5, 16
Vital products of putrefactive bacteria . . . 278
"Warren, Ohio, judicial decision on water
supply 109
Washing and storage of sand 235
Washing filter sand and gravel . . . . 161, 213
Washing filter sand, water required . . 2G3, 284
Water an essential of health 1,90
Water and food as distributers of typhoid in-
fection 68
Water, distrust abroad of natural sources . . 29
Water from limestone regions 14
Water from the Danube 5
Water from the River Seine . . . 102, 242, 243
Water from the sand dunes 79
Water from the Vanne Springs .... 102, 243
Water, percentage of body weight 1
Water, percenfage of, in the circulation ... 1
Water required by Schroder sand washers . . 223
Water required for washing sand, Asbury Park,
N.J 264
Water required tor washing sand, Berlin . . 263
Water required for washing sand, Hamburg,
263,264
Water required f orwashing sand, Keyport , N . J ., 264
PAGE
Water required for washing sand, Long Branch,
N.J 264
Water space in sand-bed 164, 232
Water storage after filtration 156
Water supply, evidence of b. typhosns i:i . 60, 288
Water supply in mountain sources .... 37
Water supply in the Mangfall Valley ... 16
Water supply in the Schneeberg 16
Water supply of Hamburg . . .... 77
Water supply of Jersey City, N.J . . . 32, 33
Water supply of Lawrence, Mass 36
Water supply of Liverpool 81
Water supply of Lowell, Mass 36, 37
Water supply of Manchester, Eng. . . . 5, 81
Water supply of Newark, N.J 32, 33
Water supply of New York and Edinburgh . 76
Water supply of San Francisco ... .28
Water supply of Vienna 5, 16, 88
Water the cause of continuous typhoid fever
rates . . . . 39
Water transmission of infectious disease . . 9
Welsh sources of water supply for London, 84, 118
Winter temperatures, Cincinnati, etc. . . . 251
Worcester, Eng., purification works . . . 244
Wurtz, milk-sugar, litmus agar 103
Yaryan multiple effect sterilizer, 125, 127, 130
Yield of filters after scraping sand . . . 227, 228
Yield of wells in Germany 84
Zurich epidemic of typhoid fever ... 96
Zurich, filters of 183
Zymotic disease, prophylaxis of 8
LIST OF BOOKS
ON
Water Supply and Sanitary Science.
ADAMS, J. W. Sewers and Drains for Populous Districts. Embracing Rules
and Formulas for the dimensions and construction of works of Sanitary
Engineers. 8vo, cloth. $2.50.
BAKER, M. N. Sewerage and Sewage Purification. 18mo, cloth. 50 cents.
BROWN, GLENN. Healthy Foundations for Houses. 18mo, boards. Illus-
trated. 50 cents.
CORFIELD, W. H. Water and Water Supply. 18mo, boards. 50 cents.
Dwelling Houses; their Sanitary Construction and Arrangements. 18mo,
boards. 50 cents.
FANNING, J. T. A Practical Treatise on Hydraulic and Water-Supply Engi-
neering. Relating to the Hydrology, Hydrodynamics, and Practical Con-
struction of Water-works in North America. 180 illustrations. 8vo, cloth.
Thirteenth Edition, revised, enlarged, and new tables and illustrations added,
650 pages. $5.00.
GERHARD, W. P. Recent Practice in the Sanitary Drainage of Buildings.
ISmo, boards. 50 cents.
Disposal of Household Waste. 18mo, boards. 50 cents.
House Drainage and Sanitary Plumbing. 18mo, boards, lllus. 50 cents.
HILL, JOHN W. Water Analyses and their Interpretation. 12mo, cl. (In press .)
KIRKWOOD, JAS. P. Report on the Filtration of River Waters for the Sup-
ply of Cities, as Practised in Europe, made to the Board of Water Com-
missioners of the City of St. Louis. Illustrated by 30 double-plate engrav-
ings. 4to, cloth. $7.50.
MAGUIRE, WM. R. Domestic Sanitary Drainage and Plumbing Lectures on
Practical Sanitation. Second Edition. 332 illustrations. 8vo, cloth. $4.00.
RAFTER, GEO. W., and BAKER, M. N. Sewage Disposal in the United States.
Illustrations and folding plates. Second Edition. 8vo, cloth. $6.00.
RAFTER, GEO. W. The Microscopical Examination of Potable Water. With
diagrams. 18mo, boards. 50 cents.
SLATER, J. W. Sewage Treatment, Purification, and Utilization. A Practical
Manual for the Use of Corporations, Local Boards, Medical Officers of
Health, Inspectors of Nuisances, Chemists, Manufacturers, Riparian Own-
ers, Engineers, and Rate-payers. 12mo, cloth. $2.25.
STALEY, CADY, and PIERSON, GEO. S. The Separate System of Sewer-
age : Its Theory and Construction. 8vo, cloth. With maps, plates, and
illustrations. Second Edition. $3.00.
TIDY, C. M. The Treatment of Sewage. 18mo, boards. 50 cents.
VARONA, A. de. Sewer Gases : their Nature and Origin. 18mo, boards. 50 cents.
WARING, G. E. Sewerage and Land Drainage. Third Edition. 4to, cloth.
Illustrated, colored plates. $6.00.
Sanitary Condition of City and Country Dwelling Houses. 18mo, bds. 50 cts.
The Sanitary Drainage of Houses and Towns. 12mo, cloth. $2.00.
How to Drain a House. Practical Information for Householders. 12mo, cloth.
$1.25.
Modern Methods of Sewage Disposal for Towns, Public Institutions, and Iso-
lated Houses. $2.00.
D. VAN NOSTRAND COMPANY, PUBLISHERS,
23 MURRAY and 27 WARREN STS., NEW YORK.
Copies sent by mail on receipt of Price.
THIRTEENTH EDITION.
I Vol., octavo, 644 pp., 200 Illustrations, fine Cloth Binding, $5.00
A PRACTICAL TREATISE
WATER-SUPPLY ENGINEERING
RELATING TO THE
HYDROLOGY, HYDRODYNAMICS, AND PRACTICAL CONSTRUCTION
OF WATER-WORKS IN NORTH AMERICA,
WITH NUMEROUS
TABLES AND ILLUSTRATIONS.
BY
J. T. FANNING, CE,
Member of tlie A merican Society of Civil Engineers.
Thirteenth Edition, Revised, Enlarged, and New Tables and Illustrations added.
CONTENTS.
SECTION I. Collection and Storage of Water, and its Impurities.
CHAPTER I. — Introductory. CHAP. II. — Quantity of Water required. CHAP. III. —
Rainfall. CHAP. IV. — Flow of Streams. CHAP. V. — Storage and Evaporation
of Water. CHAP. VI. — Supplying Capacity of Watersheds. CHAP. VII. —
Springs and Wells. CHAP. VIII. — Impurities of Water. CHAP. IX. — Well,
Spring, Lake, and River Supplies.
SECTION II. Flow of Water through Sluices, Pipes, and Channels.
CHAPTER X. — Weight, Pressure, and Motion of Water. CHAP. XI. — Flow of Water
through Orifices. CHAP. XII. — Flow of Water through Short Tubes. CHAP.
XIII. — Flow of Water through Pipes under Pressure. CHAP. XIV. — Measures
of Weirs and Weir Gauging. CHAP. XV. — Flow of Water in Open Channels.
SECTION III. Practical Construction of Water-Works.
CHAPTER XVI. — Reservoir Embankments and Chambers. CHAP. XVII. — Open Ca-
nals. CHAP. XVIII. — Waste Weirs. CHAP. XIX. — Partitions and Retaining
Walls. CHAP. XX. — Masonry Conduits. CHAP. XXI. — Mains and Distribution
Pipes. CHAP. XXII. — Distribution Systems and Appendages. CHAP. XXIII. —
Clarification of Water. CHAP. XXIV. — Pumping of Water. CHAP. XXV. —Tank
Stand Pipes. CHAP. XXVI. — Systems of Water Supply.
APPENDIX. — Miscellaneous Memoranda.
D. VAN NOSTRAND COMPANY, Publishers,
23 MURRAY and 27 WARREN STS., NEW YORK.
*** Copies sent postpaid on receipt of price.
A STANDARD WORK.
One Volume, quarto, cloth, 30 plates ...... Price, $7.50
REPORT
ON THE
FILTRATION OF RIVER WATERS
FOR THE SUPPLY OF CITIES,
AS PRACTISED IN EUROPE.
MADE TO THE
Board of Water Commissioners of the City of St, Louis,
JAMES P. KIRKWOOD, Civil Engineer*
II.
III.
IV.
V.
VI.
VII.
VIII.
IX.
X.
XI.
XII.
XIII.
XIV.
XV.
BY IPERMIISSICKN" OF1 THE BOARD.
ILL USTRA TED B Y THIRTY ENGRA VINCS.
Report on Filtration.
London Works, General.
Chelsea Water Works and Filters.
Lambeth Water Works and Filters.
Southwark and Vauxhall Water Works
and Filters.
Grand Junction Water Works and
Filters.
West Middlesex Water Works and
Filters.
New River Water Works and Filters.
East London Water Works and Fil-
ters.
Leicester Water Works and Filters.
York Water Works and Filters.
Liverpool Water Works and Filters.
Edinburgh Water Works and Filters.
Dublin Water Works and Filters.
Perth Water Works and Filtering Gal-
lery.
CONTENTS.
XVI. Berlin Water Works and Filters.
XVII. Hamburg Water Works and Res-
ervoirs.
XVIII. Altona Water Works and Filters.
XIX. Tours Water Works and Filtering
Canal.
XX. Angers Water Works and Filtering
Galleries.
XXI. Nantes Water Works and Filters.
XXII. Lyons Water Works and Filtering
Galleries.
XXIII. Toulouse Water Works and Filter-
ing Galleries.
XXIV. Marseilles Water Works and Filters.
XXV. Genoa Water Works and Filtering
Galleries.
XXVI. Leghorn Water Works and Cis-
terns.
XXVII. Wakefield Water Works and Fil-
ters.
APPENDIX.
Instructions, Tables of Equivalents of Measures, London Pumping Engines Tabulated, Boil-
ers of Pumping Engines Tabulated.
D. VAN NOSTRAND COMPANY, Publishers,
23 MURRAY and 27 WARREN STS., NEW YORK.
Copies sent postpaid on receipt of price.
SECOND EDITION.
One Volume, 8vo, Cloth, Illustrated, 600 Pages. Price, $6.00.
SEWAGE DISPOSAL
IN THE UNITED STATES
By Geo. W. Rafter, M. Am, Soc. C E., and M. N. Baker, Ph. B., Associate
Editor, " Engineering News."
CONTENTS.
PART I. — DISCUSSION OF PRINCIPLES.
CHAPTER
I. Preliminary Discussion.
II. The Infectious Diseases of Animals.
III. On the Pollution of Streams.
IV. The Self-Purification of Running Streams
and the Rational View in Relation to
the Disposal of Sewage by Discharge
into Tide- Water.
V. The Composition of Sewage Muds.
Legal Aspects of the Case.
Quantity of Sewage and Variation in Rate
of Flow.
General Data of Sewage Disposal.
Discharge into Tidal or other large Bodies
of Water.
On Nitrification and the Nitrifying Organ-
ism.
VI.
VII.
VIII.
IX.
X.
CHAPTER
XI. Chemical Precipitation.
XII. Broad Irrigation.
XIII. On Silos and their Use in Sewage Farming.
XIV. Intermittent Filtration.
XV. Sub-surface Irrigation.
XVI. The Disposal of Manufacturing Wastes.
XVII. On the Temperature of the Air and of
Natural Soils, and its Relation to
Sewage Purification by Broad Irriga-
tion and Intermittent Filtration.
XVIII. On Beggiatoa Alba and its Relation to
Sewage Effluents.
XIX. The Effect of the Pollution of Streams
by Manufacturing Wastes upon the
Life of Fish.
XX. Conclusions to Part I.
CHAPTER
XXI.
XXII.
XXIII.
XXIV.
XXV.
XXVI.
XXVII.
XXVIII.
XXIX.
XXX.
XXXI.
XXXII.
PART II. -DESCRIPTIONS OF WORKS.
CHAPTER
Pail System at Hemlock Lake, New
York.
The Fullerton Avenue Conduit and
the Bridgeport Pumping Station,
Chicago.
Chemical Precipitation Plants at Coney
Island, Round Lake, White Plains,
and Sheepshead Bay, New York.
Chemical Precipitation and Filtration
at East Orange, New Jersey.
Chemical Precipitation and Mechanical
Separation at Long Branch, New
Jersey.
The Mystic Valley Chemical Precipita-
tion Works.
Chemical Precipitation at Worcester,
Massachusetts.
Discharge into Tide-Water and Pro-
posed Chemical Precipitation at
Providence, Rhode Island.
Broad Irrigation at the State Hospital
for the Insane, Worcester, Mass.
Broad Irrigation and Intermittent Fil-
tration at Pullman, Illinois.
Broad Irrigation at the Massachusetts
Reformatory, Concord.
Broad Irrigation at the Rhode Island
State Institutions.
XXXIII. Intermittent Filtration and Broad Ir-
rigation at South Framingham,
Massachusetts.
XXXIV. Intermittent Filtration at Medfield,
Massachusetts.
XXXV. Intermittent Filtration and Broad Ir-
rigation at the London, Ontario,
Hospital for the Insane.
XXXVI. Chemical Precipitation and Intermit-
tent Filtration at the Rochester,
Minnesota, Hospital for the Insane.
XXXVII. Intermittent Filtration at Marlbor-
ough, Massachusetts.
XXXVIII. Intermittent Filtration at the Massa-
chusetts School for the Feeble-
Minded.
XXXIX. Sub-surface Irrigation at Lawrence-
ville, New Jersey, School for Boys.
XL. Intermittent Filtration at Gardner,
Massachusetts.
XLI. Intermittent Filtration at Summit,
New Jersey.
XLII. Land Disposal at Hastings, Nebraska.
XLIII. Surface Irrigation at Wayne, Penn-
sylvania.
XLIV. The Use of Sewage for Irrigation in
the West.
XLV. Miscellaneous Plants.
D. VAN NOSTRAND COMPANY, Publishers,
23 MURRAY and 27 WARREN STS., NEW YORK.
*** Copies sent by mail on receipt of price.
THIS BOOK IS DUE ON THE LAST DATE
STAMPED BELOW
AN INITIAL FINE OF 25 CENTS
WILL BE ASSESSED FOR FAILURE TO RETURN
THIS BOOK ON THE DATE DUE. THE PENALTY
WILL INCREASE TO SO CENTS ON THE FOURTH
DAY AND TO $I.OO ON THE SEVENTH DAY
OVERDUE.
OCT 171930
REC'D
LOAN DE
1977
I0t IS?
A/97
?
MAR
T.
LD 21-95m-7,'37