/nEASUREAENT OP AUTOAATIC

SPRINKLER DlSTRJBUTfON

THO«AS KJNGSLEY, JR, K. !A. SASiSTON

ARAOUK [NSTITUTE OF

19 2 0

6! 4.844 K61

lilinols Iiisdtote

of Technoiogy

UMVERSJTY LIBRARIES

AT 547

Kingsley, T.,

Investigation of the design

of apparatus for the

Digitized by tine Internet Arcliive

in 2009 witli funding from

CARLI: Consortium of Academic and Researcli Libraries in Illinois

http://www.archive.org/details/investigationofdOOking

INVESTIGATION OF THE DESIGN OF

APPARATUS FOR THE MEASUREMENT

OF AUTOMATIC SPRINKLER

DISTRIBUTION

A THESIS

PRESENTED BY

THOMAS KINGSLEY, JR. AND KENNETH M. SABISTON

TO THE

PRESIDENT AND FACULTY

OF

ARMOUR INSTITUTE OF TECHNOLOGY

FOR THE DEGREE OF

BACHELOR OF SCIENCE

IN

FIRE PROTECTION ENGINEERING

MAY 27, 1920

APPROVED

ILLINOIS INSTITUTE OF TECHNOLOGY PAUL V. GALVIN LIBRARY

35 WEST 33RD STREET ^~ ^ean of Engiaeerms Studied

CHICAGO, IL 60616

Dean of Cultural Studies

CONTENTS.

Pa, "63 .

ackno^^le;dg)vients i

PREFACE 2

CHAPTER I- (Introduction) -^-^.-----^. 4

CHAPTER II- (First Design) 3

CHAPTER III- (Second Design) --------- 11

CHAPTER IV- (Third Design) --.-- -^---- - 13

CHAPTER T- (Design of Dumping Ap-

p-r-tus) 26

CHAPTER VI- (Method of Procedure in

a Test Using Nev; Appara- tus) 29

CHAPTER VII- (Conclusions) 51

^9100

ACKNOWLEDGMENTS.

The writers are greatly Indebted to Professor J. E. Finnegan, Mr. O.L. Robinson, snd to Mr. E. W. Hendricks and Mr. Edward B. Benjamin of Underwriters' Laboratories for valuable sugges- tions pertaining to the design of this apparatus.

The writers take this opportunity of ex- pressing their appreciation for these favors.

PREFACE .

Previous to this time the problem of de- signing apparatus for the determination of the distribution of water from an automatic sprinkler has been v;orked out on two occasions .

Both times apparatus has been designed by means of which this distribution could be accurate- ly obtained. The first apparatus consisted of 144 pans, each one foot square at the top and one foot in depth, a device for exposing the pans to the water from the sprinkler head for a definite length of time, and a calibrated tank for measuring water to one- twentieth of a gallon.

The second design consisted of a series of 12 pans mounted on a sector of a circle, 7.5" in radius and sub- tending an angle of 45 degrees, and a device for exposing each pan for a definite length of time. In place of measuring the water in each pan the weight of each pan empty was known, and after the test the amount of water in each pan Y/as ascertained by weighing.

Time has shown that neither of these methods is feasible, inasmuch as neither method is in use at present. The reason for this is because both sets of apparatus are such that the measuring of the distribution of water from an automatic sprinkler is a very cumbersome and tedious test, requiring at least 1-1/2 to 2 hours time for a single run.

The need of som.e apparatus by means of which the distribution can be obtained in a much shorter time and v>dth much less tedious v^ork is very evident. The design of such apparatus is the object of this investigation.

C H A P T E R I.

INTRODUCTION .

At the beginning of this investigation it was decicied that. If apparatus could be designed which could eliminate the necessity of having to handle each pan after each run, the tedious and cumbersome part of the test would be eliminated. This v."ould require two designs: first, an in- strument for measuring the amount of water in each pan; second, some means of draining the water from each pan other than by dumping each one individually.

Owing to the fact that the first design of apparatus V'ith the 144 pans required that the actual run of water from the sprinkler head be only 1/8 the length of time that the sector method required, it was decided to try to design apparatus to use with these pans.

In all, three pieces of apparatus were de- signed and tried out before obtaining a device which vrould give accurate and satisfactory results.

The base A Fig. I of the first instrument was designed to sit on the tops of the pans. A hole, 3/4" in diameter was based in the middle of the base to take a vtooden upright 22" long. A serai-circular wooden arc "B" was nailed to this upright as shown. A cork float "C" 2" in diameter was fastened by means of a stiff wire to a movable member "D" 12" long. This member was pivoted to the upright to give a 5 to 1 ratio.

Fie;

FlET. I

CHAPTER n.

Owing to the fact that the instrument as first designed would measure depths of water in the pans up to only 5-1/2", it was necessary to design some means of measuring larger quantities. Movable tlock SE, Fig. t',3"xl"x5" long were fastened to each of the four pieces of the base in such a way that, when not in use, they could be moved in so that they v;ould be inside the pan. When it was necessary to use them, they could be moved out to the edge of the base so that the in- strument would set on them. The pointer was then redesigned so that it could be read on either side of the arc. The other side would be calibrated to read the quantity of water in the pans from 5-1/2 to 10-1/2".

The question then arose as to whether or not the pans vvere made with sufficient uniformity for one instrument to give accurate readings on all pans. In order to investigate this question ten pans were picked at random and the instruntent was calibrated in 1/2 gallon increments from 1/2 gallon

up to 5-1/2 gallons. The amount of water necesssry to niake up the difference betvreen the minimuni and maximum position of the pointer for corresponding increments was obtained by actual test on a set of scales. Working under the supposition that a mark half way between the minimum and maximum would be taken in the final calibration, the maximum percentage error that would result by doing this was worked out for each increment. (Table I)

This error for the lower readings was too large. It was noticed, however, that the error was not due as much to the non-uniformity of the body of the pans as it was to the un- evenness of the top edge.

J'0t:

TAB L E

Read-

Maximum

Min

imum

Diff .

Average.

ing.

Lbs.

L _Q.z Si.

Lbs.

Ozs.

% Erro

.5

12

14.5

12

5

8.5

4.25

6.4

1.0

17

3

16

10

9

4.5

3.4

1,5

21

5

20

15

8

4.0

2.0

2.0

25

10.25

25

0

10

5.0

1.9

2.5

29

11

29

2.5

8.5

4.25

1.28

5.0

53

15.5

33

3

7.5

3.75

.95

3.5

38

1

57

4.5

12

6

1.29

4.0

42

6.5

41

S.5

14

7

1.31

4.5

46

6.5

45

8.5

14

7

1.17

5.0

50

10.5

49

12.5

14

7

1.05

5.5

54

7

53

9

14

7

.96

N 0 T Ei

"Reading"- The instrument reading in gallons,

"Maximum"- The gross weight in lbs. and ounces of pan, instrument and water to give the maximum read- ing as given by any pan for this increment.

"Minimum"- The gross weight in lbs. and ounces of pan, instrument and water to give the minimum reading as given by any pan for this increment.

"Difference"- The difference in ounces between the maximum and minimum reading.

"Average"- The difference in ounces between a point taken half-way between the maximum and minimum reading and either the maximum or minimum readinfc.

CHAPTER III.

The primary idea in the second design t?as to make an instrument working on the same principle as the first one with sufficient changes to eliminate the undesirable features.

The base of this instrument was made so that it v;ould set on the bottom of the pan. This necessitated that the length of the upright member (A Fig. 2) be increased 12". The arc (B Fig. 2) on which the reading would be obtained was made of No. 20 galvanized iron with paper fastened on each side to allow marking. The indicator (C Fig. 2) or pointer was made of much heavier materia]. The indicating end was cut in such a way that readings could be obtained on both sides of the arc. The float and wire connection were the ones used in the first design.

In making the first tests it was observed that In placing the instrument in the water, the water was distrubed to such an extent that it was impossible to obtain an instantaneous reading. For that reason the base was redesigned in the form

Wiff, IT

of a wheel . (D i^ig. 2) With this arrangement there was a mlnlmurr amount of disturbance.

It was novi' necessary to design some attach- ment v/hereby depths greater than 5-1/2" of water could be measured. A design for a telescoping base v.as first worked out and tried. This proved a failure, due to the fact that it slowed up the process to a marked extent ^^nd that it made the instrument very awkward to handle. The following arrangement, however, was v^orked out, tried, and proved a success. The wooden upright was re- moved from the hub, the hub was tapped and a piece of 1/4" pipe (E Fig. 2) 8" long was screwed into it. Eight inches v;as cut off the bottom of the upright, the end was bored to a depth of 2" to take a piece of Bessemer steel rod (F Fig. 2') 1/4" in diameter. A piece of 1/4" Bessemer steel rod 9" long was taken and two small holes bored through it 5" apart, the first one being 2-1/2" from one end. A groove l/8"x3/32" was then cut in the rod running from hole to hole. The piece of 1/4" pipe mentioned before was bored 1/2" from the upper end with a 1/16" hole

Flp. 2'

in vi^hich a pin, (G Fig, 2) which extended 3/16" into the pipe was held in place by a flat spring. (H Fig. 2). One end of the rod made a tight fit into the end of the upright, the other end fits into the 1/4" pipe..

By this means, when the pin was in the top hole in the rod, quantities of water up to 5-1/2" in the pan could be measured, the readings being taken on one side of the arc. To measure quantities between 5-1/2" and 10-1/2", the pin would be pulled out far enough to permit the rod to move. The pin, following the groove would allow the upright member to be raised until the end of the groove was reached when the pin would drop into position in the other hole, thus fastening the upright in this position.

The same procedure as described with the first design to test for the uniformity of the pans was repeated. This time, however, the calibra- tion of the ten pans was only carried up to 2-1/2 gallons, inasmuch as the previous test had ahov.ii that from this point on the percentage error was decreasing. (Table, II )

TABLE II.

Read-

Maximum

Min:

Lmuir

inK.

Lbs.

Ozs.

Lbs.

Ozs.

Diff .

Avert ge.

1

Error

.5

12

S.5

12

0

5.5

1.75

2.5

1.0

16

5.5

16

1

4.5

2.25

1.65

1.5

20

9

20

5

4.0

2.0

1.05

2.0

24

15.5

24

8.5

5.5

2.5

1.03

2.5

28

15

28

3.5

5.5

2.75

.8

This instrument, although workable, and fairly accurate, had some had features which it was thought would interfere with the speed at which it was desired to run the test. For in- stance,- the float from time to time became caught on the base and would not function. The fact that the instrument was such that two settings were necessary added to its complications, and increased the time element of the test. For these reasons it was decided to try to vork out a third design which v/ould have all the good points of the previous instrument, but none of the points which added to its complication, or the time of the test.

CHAPTER IV

In the third design a wooden disc (A Fig. 3) 15" in diameter and 1/2" thick v/as supported on Its edge by three legs (B Fig. 5) of 1/4" iron rods spaced so that they v.'ould rest in the bottom of the pan. A double bearing (C Fig. ^) was mounted at the center of (A) at the back. A wooden pulley (D Fig. 3) fastened to a small shaft vcas mounted here and kept so that it would not move horizontally by means of a block and pin (E Fig. 3) This pulley was flanged and was constructed to give a 11-1/2" circumference in- side the flange. A pointer (F) was fastened to the rim of the pulley. This was of sufficient length to give a 4 to 1 ratio in the readings. It v/as found necessary to counterbalance the pulley on the side opposite the pointer. This was done by drilling a hole in the face of the pulley and filling it with solder. (K Fig. 3)

Tv^o strands of No. 30 enameled copper wire, twisted together for added strength, were passed around the pulley 1-1/2 turns. A cork float

Fig. ?

•■ ' e

/ /

Fig. 5

(_G Fig. S) was fastened to one end of the v/ire and a counterv.eight (H Fig. 5) was fastened to the other. The cork float, as it functions, is guided by two small rods (I Fig. 3) of Bessemer steel each of which passes through a hole in the cork. The counterweight is also guided by a similar rod (Gl) . The wire is fastened to the pulley by a smell nail so as to prevent slipt:ing of the vvire on the pulley.

The same proceeding as described with the first design to test for the uniformity of the pans was repeated. The results and the action of the instrument were such that it was decided to proceed with its calibration. (Table III}

A paper dial was cut out and fastened to the frame (A) by means of thumb tacks. It was decided that owing to the fact that all pans did not give the same reading on the instrurr.ent for corresponding half-gallon increments, the cali- bration would have to be done vvith two pans, one which gave the maximum reading, and the one which

TAB

L E

III.

Read- ing.

Maxlmumi Lbs. Ozs.

Minimum Lbs. Ozs.

Diff .

AveraKe.

1

.3ll:9.

.5

14

5.5

15

15.5

4

2

3.0

1.0

18

9.0

18

4.5

4.5

2.25

1.65

1.5,

23

6.5

25

0

6.5

3.25

1.62

2.0

27

15

27

11

4.0

2.0 .

.8

2.5

32

3

51

15.5

5.5

2.75

.9

5.0

56

6

55

15

7

3.5

.82

gave the minimum reading. Then the final calibre tion taken would be a point midway be- tween the readings given by these pans. The pans v.ere first weighed, and then the instru- ment was calibrated in l/lOth gallon increments up to 6 gallons. The calibration dial was definitely marked with regard to its position on the frame. It was then removed and a scale dravm in ink to read to .01 of a gallon. The scale was then replaced.

Twentyfour pans were selected at random, weighed, and marked. An unknown quantity of water was placed in each pan. This quantity was measured by means of the instrument and tabulated. Each pan was again weighed and the actual amount of v.ater in it calculated and tabulated. The maximum error made by the instrument was. 057 gallon, the minimum .001 gallon, and the average error .016 gallon. (Table No. 4)

This last instrum.ent showed a great imi- provement over the previous ones, inasm.uch as

TABLE IV.

Weight

^"•eight

Tith

Amount

Pan

Empty

Water

of Water

Instrument

Gals.

No.

Ozs.

Ozs.

Gals.

Reading

Error

1

101.25

556.25

1.913

1.924

.011

2

105.75

186.5

605

60

.005

5

96.5

517.0

1.654

.672

.018

4

103

324.5

1.662

1.641

.021

5

101

334.0

1.743

1.759

.011

6

99

225

.931

.915

.016

7

98.5

259.5

1.058

1.052

.036

8

100.5

457.0

2.524

2.56

.036

9

99

423.0

2.463

2.457

.011

10

99.5

261.0

1.204

1.228

.024

11

96.5

355.0

1.959

1.925

.016

12

100.0

234.5

1.008

.978

.05

15

100.0

232.5

.997

.987

.01

14

98.0

591.0

2.19

2.153

.057

15

101.5

315. 5

1.605

1.63

.025

16

100.0

419.0

2.593

2.407

.014

17

105.5

168.0

.485

.488

.005

18

99.0

169.0

.525

.512

.013

19

102.0

175.5

.551

.555

.004

20

99.0

155.0

.420

.417

.003

21

101.0

244.5

1.076

1.075

.001

22

101.5

275.5

1.505

1.307

.002

23

100.0

S24.5

1.684

1.662

.022

24

100.5

224.0

.926

.923

.002

it practically gave an instantaneous reading, only one scale v/as necessary, and a larger ratio was obtainable on the scale.

The results obtained ?.'ith this last in- strument were such as to convince the v/riters that they had finally arrived at the goal which they had been seeking as far as the first problem of design was concerned. The last problem of design, that of apparatus for expeditiously dis- posing of the water in the pans, was worked out only on paper, owing to the lack of time. No apparatus of this kind has been made up and the writers are only subm.itting the design as a sug- gestion that may prove worthy of further con- sideration by others who take up the work.

CHAPTER V.

Owing to the fact that it was desirable that future sprinkler distribution tests be run in the hydraulic laboratory, a piece of apparatus was designed which required for its working the drainage pit running between the Quiniby pump and the pressure tanks in this laboratory.

This apparatus is such that 72 pans will be dumped in one operation. In other words it is really made up of two similar pieces of apparatus, each of which will take care of 72 pans.

The frame work is as shovi-n in the enclosed drawing, made up of tees, angle irons, and stay rods, the whole being covered v«ith No. 16 gauge galvanized iron. The flanges of the tees are so located that they will fit in between two rows of pans which have a clearance of 1-1/2" at the bottom. The part (A Fig. 4) on the drawing is the mepns by vfhich the pans are kept from sliding off the frame during the dumping opera-

tlon. The part marked clamping frame (Fig. 5 ) is also used only during the dumping operation. After the test, this piece of apparatus is laid on top of the pans and fastened securely to the frame by means of the clamping rods (B Fig. 4), and the posts (C Fig. 4) so that the pans are held securely to the frame.

Another piece of the apparatus required with this design is the piece shovm on the draw- ings as the "joining strip". It is merely a piece of galvanized iron bent and cut in such a manner as to make a tight connection between the tv/o sets of 72 pans. Fig. 6.

The preferable place for the location of

the sprinkler will be at the point directly over

the middle of the pit so that at the end of a

test each set of pans may be rolled back to its ovvn side of the pit.

SCALE '/z"-r-0"

I -0 >t« I - O

\z.'-o"

SCALE 3 =1 -O

SCALE \"-l'-0"

ffumm /jff^ff/iTi/s

bILL OF MATERIAL M.

/ Tees-Z-'x/'/z' - e'-f-'Lorq Z

z Tee -a'x/^ce'-e-o" .. /

4 -/-/oyz Z

5 -rs-ioH- 2

6 Supporting ffo<}s/'xyf'xS-/o' Z

7 1/hee/s-as ^/70uj/? -f-

>W /riffes ^ Ab c/X t^iM

CHAPTER VI-

Assuming that the sprinkler discharge is corripleted, the follov^ing are the details of the procedure to obtain the amount of discharge per square foot and to get the apparatus ready fot the next test.

The"joining strip" is removed and the tvi/o sets of pans run back from the pit. By means of the measuring instrument the amount of vvater in each pan is obtained to .01 of a gallon. After the amount of water in each of the 72 pans has been measured by this means, the cle.mping frame is fastened securely in place and the set of pans run up on the track to a position where the edge of the inner row of pans vi/ill just clear the farther edge of the pit. The wheels (E) are blocked and the outer edge of the frame is raised so that the whole pivots about the three wheels (E) unti] the frame is practically in an upright position, thus allowing every pan to drain. After the

pans have drained the frame is brought back to its original position, and the clamping frame is removed. Exactly the same procedure is carried out viith the other section of pans. Both set of pans are then brought up to the first position and the joining strip put in place.

CHAPTER VII

Although the apparatus as described here- in has never been subject to working conditions, the v/riters feel that the probability of ap- paratus of this kind proving a success is un- questionable. The main idea of the writers was to keep the apparatus as simple as conditions would allow. They feel that in this apparatus, they have accomplished that v/hicb they set out to do, inasmuch as the time of the test will be cut down to at least 1/5 that of former tests and the amount of manual labor necessary has been cut dov^n to a minimum.