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Sea Level Variations for
the United States
1855 -1980

Rockville, Md.
January 1983

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ATLAS - GAZETTEER COLLECTION

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Sea Level Variations for
the United States
1855 -1980

Tides and Water
Levels Branch

Steacy D. Hicks
Physical Oceanographer

Henry A. Debaugh, Jr.
Oceanographer

Tidal Information Unit
Tidal Datums Section

Leonard E. Hickman, ur., Chief
Systems Support Unit
Tidal Analysis Section

Rockville, Md.
January 1983

PLEASE RETURN
TO
INSTITUTION DATA LIBRARY

McLEAn

U. S. DEPARTMENT OF COMMERCE
Malcolm Baldrige, Secretary

National Oceanic and Atmospheric Administration
John V. Byrne, Administrator

National Ocean Service
Kelly E. Taggart, Acting Assistant Administrator

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CONTENTS

DERROWMCEOMGMCS stats fe thei tay HIE MECMERY ARNG ve, Galea ar ago). Yes los seca tees oot bel ek v
ADSL iA GGeem Re eT Mee wt ce Cee emo Meeh MCMC NER sf ste! o Nto ile Mee ve Beea ts, ote vi
AME OMUCE ON Ns Meret she latsiee Meme pia, tome a! Ce eran Som er sy Cia ee am Sm ame oe ere 1
ite Sea Level —— An Abbreviated Summary ...........2.2e868. 2
I. Applications —— An Elementary Introduction ........... &
Ae ClaimateuMonncomlngre. st steers een mae ee cl eh ot ee: on
B.¥ Vertical iandaMovement Goa Bei eet SU Ie se cP Ne &
C.ar"CoasStalleRnocesseswe” . 2% ORS Oath Lea 2 eee 2 Oe ee Se
Die “Charting@a race ere se SREB) 2 aR, ew Te ee ss iG
Ex® Coastal and Mamine Boundaries. S20. See ee Pee se 5G 12
OnE Dat atanGmSelmle Stam stasis ttc, teas. to) YsWeetlced vel tues lo hisphol neh siete er siet teresa. Haus 13
IV. MmendSimandinViaiialab Ml iitysye ts. cues tore) os veryobte. @ Wea le ete a Suse eee arse 13
V. AGC AmMCON Ste metal cyan Mier, 2W torte) Say tou eaten von MN refios | <tudan bom sy Mer is) ewe ae 14
Wilks StauionsGrapns wand: DatanValiuesies —%. as cee aes St ee wt whe Se, eee 15
VII. RETERENCGESH.. (ae. Hoss wom Seay Mew ee, Gea hee ecm ms See roth 35
Appendix A Plots of Monthly and Yearly Mean Sea Level ........... 41
Appendix B Monthly and Yearly Mean Sea Level Data. ...........-. 65
Appendix C Formula for Calculating Trends and Variability ......... 169

LIST OF FIGURES

Figure
Yearly mean sea level at Atlantic City, New Jersey ........
(26 Least-squares line of regression giving apparent secular trend
ae Atlantic: City, New Jersey scien 2st mn ee match ren eth caret olner Oru nm
St Response characteristics of seven-point triangular (1,2,3,4,3,2,1)
ATC MENGE ClaacW Aro coro) 6 oO Joo oO 0 6 o 6 6 Ge gor 6.0 0 0
4, Curve, generated by application of seven-point triangular
weighting array, showing apparent secular trend and tendencies at
Atlantic City ,: New; Jerseys. 1 sy etvieneat s.r ons <a aboeyeeh oa reueetod omas
So Northern east coast area mean with damping array ........-.
6. Southern east coast area mean with damping array .........
fi Gulf coast area mean) with damping) amnayos <a) eu smee cnc
8. Southern west coast area mean with damping array .........
9. Northern west coast area mean with damping array .........
10. United) States mean with) dampingwarsyay sah eurs seine) Mcmiteiiicns sitcmntcynecme
LIST OF TABLES
Table
Ns SUACION WUNDERS, TEMES. GWG WOCERNEIONS 6560650060500 ao oO
(46 Wrands: aticl MATA NDay, Staton WISE 6 6 56000556005 000 0
So UPGNels Eine! WAIRTADIUTa75 Geli SGIIGS o.o6 6 5 0 oOo OOo
4, Trends and variability, 1940 through 1980 ........-..2..-.
Bo EAS THe WMCIMSIMS SEENIGHS “6 666566 6 poo OOD OB OOS
6. Trends and variability, area and U.S. means, 1940 through 1980. .

iv

ACKNOWLEDGMENTS

The authors thank the following for their contributions to the study and
document: James A. Johnson for assistance to the analytical portion, Thomas L.
Allen for the complete layout and composition organization, James L. Moore for
production guidance, Elsa A. Bennett for typing the several drafts of the
manuscript, Betty V. Arozian for editorial assistance, and Mary Kay Lanier for
helping in data processing.

Appreciation is also expressed to the present and past members of the Tides and
Water Levels Division for their care and competence in the measurement, processing,
reduction, and summation of the sea-level data. In particular, the authors thank
Raymond A. Smith and Donald D. Carrier, Jr., for their computation of the tidal
summaries in recent years.

ABSTRACT

An introduction to the study of sea level and its applications are presented.
Trends, their standard errors, and annual variabilities are computed for 44 U.S.
stations that are permanent, continuous, and were in operation before 1940. The
computations are for the entire length of series at each station and for the common
series length, 1940 through 1980. Trends, their standard errors, and annual
variabilities also are computed for five area means and the U.S. mean. Graphs of
area means, the U.S. mean, and 67 individual stations are depicted, the latter for
both yearly and monthly mean sea level. Monthly and vearly mean sea level data are
tabulated for the entire length of series at the 67 stations.

INTRODUCTION

The purpose of this report is to provide a statistical, graphic, and numerical
description of sea-level variations. It is directed toward the fields of geological
oceanography and coastal engineering for coastal processes investigations;
meteorology, climatology, and hydrology for climate monitoring; geology,
tectonophysics, and geophysics for vertical land movement studies; and physical
oceanography for tidal datum evaluations.

The report includes: (1) computations of secular trend and yearly variability
at each station, (2) graphs of areal means, (3) superimposed graphs of damped areal
means, (4) graphs of averaged monthly mean sea level for each station, (5) super-
imposed graphs of the most recent year of monthly mean sea level, (6) graphs of
yearly mean sea level for each station, and (7) the tabulation of all monthly and
yearly mean sea-level values used in the study. The scope of the presentation is
limited to: (1) the marine coasts of the United States, (2) observations from
National Ocean Service tide stations, (3) observational series which began prior to
1940 (for the analytical portion) and that have relatively few and short breaks, (4)
computed monthly and yearly mean sea level, and (5) variations occurring from 1855
through 1980.

This report constitutes an expanded reintroduction of the annual series, NOAA
Technical Memoranda NOS 12 and 13 of Hicks in 1973 and Hicks and Crosby in 1974,
respectively. It has been enhanced by areal analyses after Hicks and Shofnos
(1965b) and NOAA Technical Memorandum NOS 15 of Hicks and Crosby in 1975.

Sea-level variations over geological time spans leading up to the present
measurement series are given by Fairbridge (1958, 1962, 1972) and by Milliman and
Emery (1968). Lucid summaries are in Fairbridge (1960) and Emery (1969).

No attempt has been made to give complete references or to provide an extensive
bibliography. The references are intended only to assist those readers who are
unfamiliar with the subject in "getting into" the literature.

I. SEA LEVEL — — AN ABBREVIATED SUMMARY

The sea surface rises and falls in time intervals of less than a tenth of a
second (in the case of capillary waves) to geological ages, and in height from less
than a millimeter to over a hundred meters. A plot of yearly mean sea-level ele-
vation against time, using Atlantic City, New Jersey, as an example, reveals yearly
variability, tendencies of change from several years to about two decades, partially
hidden periodicities, and an apparent secular trend (figure 1). The term "secular,"
in this case, means nonperiodic. The word "apparent" is used since it is not known
whether the trend is truly nonperiodic or merely a segment of a very much longer
oscillation.

Yearly variability is due to variations in the meteorological and oceanographic
parameters of wind (Roden, 1960), direct atmospheric pressure (Roden, 1960, 1966),
precipitation, river discharge (Meade and Emery, 1971), currents (Garrett and
Petrie, 1981), evaporation, salinity, and water temperature (Stewart et al., 1958;
Roden, 1960, 1966). Wind stress accounts for both setup and net wave transport as
well as for causing and altering many currents. Direct atmospheric pressure alters
sea level by the inverted barometer effect. Precipitation and river discharge
decrease salinity and thus density, allowing higher sea-level stands. Likewise,
evaporation increases salinity and thus increases density giving lower sea levels.
Changes in water temperature also change the density with the appropriate response
in sea level. Variations in currents that approach (to any degree) a geostrophic
balance will have their athwart-current slopes altered, which register as sea-level
changes. The above parameters are interactive, of course. For example, anything
(such as density differences) that would help to maintain sea-level differences
across a current (which approaches a geostrophic balance) is maintaining the
Current's slope and thus the current. By the same token, the current maintains the
slope (sea-level difference), contributing to the density difference on each side.

Tendencies are attributed to climatological changes in the above parameters.
The partially hidden periodicities are due to such phenomenon as the lunar node
cycle (Rossiter, 1967) and the Southern Oscillation (Fairbridge and Krebs, 1962), et
cetera. The apparent secular trend results from the effects of glacial-eustacy,
thermal volumetric changes, vertical land movements, and both climatologic and
oceanographic apparent secular trends.

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Although sea-level series are usually not strictly linear, a least-squares
straight line of regression has many advantages (figure 2). For practical applica-
tion, it provides a single-value rate at each station for the apparent secular
trend. A straight line also facilitates a convenient measure of yearly variability
in the "standard error of estimate" computation. Higher order polynomials may pro-
vide a better fit. It is stressed that there is no evidence or reason why sea level
should obey a straight line or any other polynomial. Thus, prediction by extrapo-
lation of these lines is questionable.

Multiple regression of sea level on the meteorological and oceanographic
parameters, coupled with a spectral analysis for the periodicies, probably offers
the best avenue for understanding the processes involved and eventual prediction.
For this prediction method to be successful, however, the parameters themselves must
be predictable —— a formidable task at even one station.

Damping vearly variability using a predesigned filter with specific response
characteristics (figure 3) reveals both tendencies and the apparent secular trend
very well (figure 4). It would seem that damping, by largely eliminating the mete-
orological and short-term oceanographic effects, would then enable separation of the
eustatic (glacial-eustatic and thermal volumetric) component from the vertical land
movement (including, for this discussion, tectonic, isostatic, elastic, compaction,
subsurface withdrawal, shelf loading, vertical component of plate movement, et
cetera) component. Unfortunately, sea-level series obtained from tide station
measurements are relative. That is, the series shows changes in sea level relative
to the adjacent land at that location. A series showing a rise in apparent secular
sea level (figure 4), for example, could be interpreted as: (1) that the ocean is
rising relative to the center of mass of the Earth while the land is rising at a
lesser rate relative to the center of mass, (2) that the ocean is rising while the
land is stationary, (3) that the ocean is rising while the land is sinking, (4) that
the ocean is stationary while the land is sinking, or (5) that the ocean is falling
while the land is sinking at a greater rate.

II. APPLICATIONS — — AN ELEMENTARY INTRODUCTION

Although monthly means have been graphed and tabulated, the analysis portion of
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over intervals of several years through decades. Examples of applications in this
range are given below but none are for the higher frequencies such as current
variations as deduced by sea-level fluctuations (Garrett and Toulany, 1981 and
1982).

A. Climate Monitoring

The fields of geological oceanography and coastal engineering require relative
sea level for coastal processes investigations. But the atmospheric and geological
sciences require absolute sea level for their climate monitoring and vertical land
movement studies. They require separation of the eustatic and vertical land move-
ment components in the observed relative sea-level series. Since the observed rela-
tive sea-level series is subject to so many absolute interpretations, as expressed
in the preceding paragraph, some "anchoring" approach must be sought.

The traditional method assumes that tide stations are equally distributed
throughout the Earth. The observed relative sea-level series or their trends are
meaned to give the eustatic component. The basic assumption of the method is not
valid, of course. Continents, with their shorelines for mounting traditional tide
gages, are not equally distributed throughout the Earth. Furthermore, tide stations
have been largely concentrated in the industrialized nations of Northern Europe,
North America, and Japan. Nevertheless, most of our eustatic rates come from
modifications of this method. Areas, unique in their sea-level signal coherence
(Roden, 1966; Hicks, 1972) and geological similarities (Gutenberg, 1941), are
weighted and averaged to compensate, hopefully, for the unfulfilled assumption.
Also, particular stations are frequently "favored" for their length of series, bench
mark control history, instrument care, exposure, and geological location (Lisitzin,
1958).

Investigations using this general method, although varying greatly in detail,
have been summarized by Lisitzin (1974). Her conclusion, based on papers by
Gutenberg (1941), Lisitzin (1958), and Fairbridge (1961), among others (including
those considering cryologic estimates), is that the average eustatic increase
amounts to 1.0 to 1.1 mm per year. More recent findings are: Emery (1980), 3.0 mm
per year; Gornitz et al. (1982), 1.2 mm per year; and Barnett (in manuscript),

1.5 mm per year. Gornitz et al., Etkins and Epstein (1982), and Barnett have
correlated eustatic rates with glacial melting, air temperature, and ocean thermal

8

expansion. A detailed composite study for the United States and a demonstration of
the importance of the use of geopotential heights in comparing net changes from
stations of widely differing latitudes have been given by Hicks (1978).

Munk and Revelle (1952) created a method entirely independent of sea-level
measurements. It is based on variations in the speed of the Earth's rotation and
the tilting of its axis of instantaneous rotation. They concluded that their
results were not inconsistent with the then accepted value of 1.0 mm per year for
the eustatic rise.

B. Vertical Land Movement

The vertical land movement component can be determined at a station location by
subtracting (algebraically) the eustatic component from the observed relative sea-
level series or trend value. The vertical land movement component is, of course,
dependent on the accuracy of the eustatic component determination. In practice,
regional studies of relative subsidence or emergence are usually undertaken using
the best eustatic rate available for anchoring. Wolcott (1972) and Hicks (1972)
used this method for the east coast. The results of the latter show the absolute
subsidence rate increasing linearly from 0 to 2.14 mm per year from southern Maine
to Hampton Roads. Holdah] and Morrison (1974) were particularly successful in using
this basic method in conjunction with precise terrestrial relevelings. They concen-
trated their study on the gulf coast and Chesapeake Bay. Other regional studies
have been made by Fairbridge and Newman (1968), who employed precise terrestrial
relevelings, radiocarbon dating, and stratigraphic and archeological evidence in
addition to tide-gage series. Their area extended from Chesapeake Bay to Nova
Scotia. An example of marked land emergence due to rebound from deglaciation was
given by Hicks and Shofnos (1965a) for Glacier Bay, Alaska.

C. Coastal Processes

A relative rise in sea level does not cause beach erosion, per se, simply
because it doesn't possess any significant kinetic energy in contrast with surf,
longshore currents, et cetera. However, rising sea level (relative to the land) is
probably the most important single element contributing to the erosion process. The
causitive-permissive relationship is best summarized by Rosen (1978) in his quanti-
tative study of the effects of sea level on shoreline erosion. The position paper

9

by Pilkey et al. (1981) has emphasized this large and frequently overlooked sea-
level factor in unequivocal terms.

As stated in the introduction, no attempt has been made to provide complete
references. However, the reader is encouraged to consult the following papers as a
sample of some of the significant literature: Bruun (1962), Hands (1980),
Leatherman (1979, 1981), Meisburger et al. (1980), Pilkey et al. (1980), and
Schwartz (1965, 1967).

With any rise in water level, the shoreline moves inland an amount equal to the
product of the rise and the cotangent of the angle of land slope. Obviously, the
inland movement is small on relatively steep rocky coasts and large on relatively
flat deltaic coasts, salt marshes, mangrove swamps, et cetera. The slope on an
exposed beach is somewhat deceiving. The water does not ride up the slopes of the
various features making up the beach profile. The water rides on an "effective"
slope (not necessarily linear) through these beach features at some lower angle. A
representative value for shore retreat is 40 to 1 (Hands, 1979). The beach features
themselves are in equilibrium (or trying to get into equilibrium) with the
prevailing dynamic forces and, under ideal conditions, would also migrate inland
along this effective slope with the redistribution of shore material.

As previously mentioned, the entire spectrum of water-level changes includes
such oscillations aS annual variability, seasonal change, tidal cycle, storm surge,
wind setup, et cetera. The oscillations vary in magnitude and time, whether
periodic or not. With any incremental increase in water level, the dynamic forces
(variable themselves) will try to reestablish the shore in equilibrium. The success
will be a function of the magnitude of the dynamic forces, the shore material, and
the length of time the water is at this new elevation. Now the importance of the
secular rise in relative sea level is simply that it is very slow, thus allowing the
dynamic forces time to establish their new equilibrium progressively landward
(Hands, 1976).

The process is far more complicated when considering the many additional
factors such as: Jlongshore transport, that it is not a closed source system, and
man's intervention. The simplification is only intended to help isolate the impor-
tance of the sea-level factor.

10

D. Charting

The soundings and depth curves on nautical charts and bathymetric maps must
have numerical values below some reference base. Likewise, the heights of struc-
tures, bridge clearances, et cetera, must have a value above some reference base.
The logical choice for the base is the ocean surface. But, since the ocean (and
land) surface moves up and down in random, periodic, and secular motions, as
described before, it must be stopped in its vertical movement to be useful; that is,
it must be mathematically fixed by man in order to become a suitable reference base.

The result of mathematically fixing the ocean surface in terms of an observed
tidal phenomenon is called a tidal datum. Chart datum, the reference base for
soundings and depth contours, is the tidal datum of mean lower low water. The
reference base for structure heights, bridge clearances, et cetera, is the tidal
datum of mean high water. Mean lower low water is the average of the lowest low-
water height of each tidal day observed over the National Tidal Datum Epoch. Mean
high water is the average of all the high-water heights observed over the National
Tidal Datum Epoch.

The National Tidal Datum Epoch is the particular 19-year series over which the
phases (such as lower low water) are averaged. It is used because: (1) it encom-
passes all significant tidal periods (including the 18.6-year period for the regres-
sion of the Moon's nodes); (2) it is a long enough series to average out practically
all of the meteorological, hydrological, and oceanographic variability; and (3) by
specifying which 19 years are to be used, comparability among stations and stability
over decades are achieved.

Although these definitions almost fix the ocean surface, the insidious relative
apparent secular sea-level changes remain. The specific 19-year average dampens the
changes, fixes an elevation at middate, and takes care of the nonlinearity for
uniformity throughout and among all charts and maps.

As the years progress, however, any new 19-year average will have a different
value. Eventually, relative apparent secular sea-level changes will make the value
for the particular specified years of the Epoch unrealistic for navigational pur-
poses. When this occurs (usually every two or three decades), a new Epoch must be

11

considered. The National Ocean Service is presently updating the National Tidal
Datum Epoch from 1941 through 1959, to 1960 through 1978.

E. Coastal and Marine Boundaries

Coastal and marine boundaries are those associated with the line where the
ocean surface meets the land. Since the ocean (and land) moves up and down in both
periodic and secular motions, the location of this line moves up the beach landward
and down the beach seaward as a function of time. Furthermore, the beach at the
ocean surface moves horizontally both landward and seaward by the processes of
erosion and accretion, respectively. If the line is to be used as a boundary (or
the source of a boundary), it should be stopped from these horizontal movements;
that is, it should be mathematically fixed by man. It follows that to fix the line
in its landward-seaward movement, the up-down motion of the water and the
erosion-accretion movement must likewise be mathematically fixed.

The up-down motion is fixed by the use of tidal datums, as described in the
previous section. Unfortunately, the erosion-accretion part of the movement cannot
be stopped and, therefore, the line cannot be permanently fixed. The line,
logically, takes on the name of its associated datum, such as mean lower low water
line or mean high water line.

There are several coastal and marine boundaries. The mean high water line is a
coastal boundary between state and private lands in most coastal states, for ex-
ample. The apparent mean high water line is also the shoreline on nautical charts
of the National Ocean Service. Points on the mean lower low water line are used to
construct segments to form a baseline from which marine boundaries are constructed
offshore.

As in the case of soundings and elevations on nautical charts and bathymetric
maps, relative apparent secular sea-level changes eventually make the value for the
particular specified years of the National Tidal Datum Epoch unrealistic for coastal
and marine boundary accuracy. Continuous monitoring of relative apparent secular
sea level is thus required to evaluate the necessity of possible Epoch revision.

12

III. DATA AND SERIES

Yearly mean sea level is the arithmetic mean of a calendar year of hourly
heights. The hourly heights were either scaled directly from a marigram or obtained
from a digital output of an analog tide gage at each tide station. The tide gage,
usually located on a pier, continuously measures sea-level heights relative to the
land adjacent to the station location. The gage is connected to bench marks on the
adjacent land by precise second-order class I leveling. The bench marks are located
in bedrock whenever possible.

Table 1 lists the 67 permanent tide stations used in this study by number,
name, and location (latitude and longitude). They are all operated by the National
Ocean Service. Of the 67 stations, 44 were in operation prior to 1940 and have very
few and short breaks in their measurement series. San Francisco dates from 1855
(Smith, 1980), and New York, Fernandina, and Seattle date from 1893, 1898, and 1899,
respectively. Table 2 lists the 44 station locations and the first complete year of
each series. Where the length of a break in a series is sufficient to invalidate a
yearly mean, the missing year is so listed.

IV. TRENDS AND VARIABILITY

Table 3 gives the relative apparent secular trend, its standard error, and
variability for the entire length of the series at each station. Apparent secular
trend is represented by the slope of a least-squares line of regression through the
yearly means. About two-thirds of repeated calculations of the apparent secular
trend will differ from the true apparent secular trend by less than the standard
error of trend. About 95 percent of repeated calculations of the apparent secular
trend will differ by less than two times the standard error of trend, and practi-
cally all repeated calculations will differ by jess than three times the standard
error of trend.

Variability is represented by the standard error of estimate, which is the
standard deviation from the line of regression. About two-thirds of the yearly mean
sea-level values will differ from the straight line of regression by less than the
variability (standard error of estimate). About 95 percent of the yearly mean

13

sea-level values will differ from the line by less than two times the variability,
and practically all the values will differ by less than three times the variability.

Table 4 gives the same statistical values for the common series 1940 through
1980. The date 1940 was chosen in order to give as long a series as possible that
would be common to all stations and, at the same time, include a sufficient number
of stations for a representative coverage of the coast. The formulas used to com-
pute the values in tables 3, 4, and 6 are given in appendix C. Table 3 should be
used for the best values at each station; table 4, for comparing stations.

V. AREA MEANS

The coastline of the United States was divided into five areas. Soutneast
Alaska and Hawaii were not included in this area study. This division was based on
a subjective balance between series coherence (Hicks and Shofnos, 1965b), equal
coastal lengths, and Gutenberg's (1941) concept of geologic regions. The areas,
together with their inclusive stations, are listed in table 5. Although Sandy Hook,
New Jersey, and Galveston, Texas, have continuous series dating long before 1940,
they were not used because they are undergoing anomalous localized subsidence as
determined independently by terrestrial leveling. This is not to say that the other
stations are not undergoing subsidence; only that Galveston differs greatly from the
gulf area pattern due to its subsidence.

For each year, the yearly mean sea-level values at all stations in an area were
averaged for that year. An average series was thus obtained for every one of the
five areas. The resulting graphs, with straight lines connecting the averaged
yearly points, are shown in figures 5 through 9. The curve (dotted) is the result
of a seven-point triangular weighting array (1,2,3,4,3,2,1) applied to the averaged
yearly points on the graph. The response of the array (figure 3) attenuates, by
more than 90 percent, the amplitudes of all the meteorological and oceanographic
oscillations with periods less than 5 1/3 years (Hicks and Shofnos, 1965b).

For each year, the average area values for all five areas were averaged for
that year. The resulting composite graph, with damping array applied, is shown in
figure 10. The area and national trends, standard errors, and variability are given
in table 6.

14

The ordinates of figures 5 through 9 are scaled to accommodate the numerical
means of the stations in each area. Since heights at each station are referenced,
independently, to the primary tidal bench mark at that station, the numerical
values, per se, on the ordinate are not comparable between figures. The numerical
values on the ordinate of the U.S. mean (figure 10) are, therefore, also arbitrary.

VI. STATION GRAPHS AND DATA VALUES

Two graphs for each of the 67 tide stations are given in appendix A. The first
graph shows the series average of monthly mean sea level (dotted) and a superimposed
curve (solid) of the most recent year of monthly mean sea levels. The second graph
is yearly mean sea level against time. The values are connected by straight lines.

All monthly and yearly mean sea-level data from the 67 stations are listed in
appendix B. The numerical values in both appendices are referenced to the primary
tidal bench mark at each station location. Therefore, the numbers are not
comparable between stations without normalization. The year-to-year differences at
one station can be compared with the year-to-year differences at another, however
(neglecting geopotential differences).

15

TABLE 1
STATION NUMBERS, NAMES, AND LOCATIONS

Station

Number Station Name Latitude Longitude
8410140 Eastport, ME 44°54.2'N 66°59.1'W
8418150 Portland, ME 43°39.4'N 70°14.8'W
8419870 Seavey Is., ME (Portsmouth, NH) 43°04.9'N 70°44.7'W
8443970 Boston, MA 42°21.3'N 71°03.0'W
8447930 Woods Hole, MA Anes aomN 70°40.4'W
8452660 Newport, RI 41°30.3'N 71°19.6'W
8454000 Providence, RI 41°48.4'N 71°24.1'W
8461490 New London, CT AiaeowN 7270535
8467150 Bridgeport, CT 41°10.4'N 73°10.9'W
8510560 Montauk, NY 41°02.9'N 7] ei Sieonan
8516990 Willets Point, NY 40°47.6'N 73°46.9'W
8518750 New York (The Battery), NY 40°42.0'N 74°05.5'W
8531680 Sandy Hook, Nd 40°28.0'N 74°00.1'W
8534720 Atlantic City, Nd SOV Clown 74°25.1'W
8545530 Philadelphia, PA SOP Bo IN 75°08.4'W
8557380 Lewes, DE 38°46.9'N 75207 52W
8574680 Baltimore, MD 39°16.0'N 76°34.7'W
8575512 Annapolis, MD 38°59.0'N 76°28.8'W
8577330 Solomons Island, MD 38°19.0'N 76°27.2'W
8594900 Washington, DC 38°52.5'N 77°01.4'W
8632200 Kiptopeke, VA 37°10.0'N 75°59. 3° W
8638610 Hampton Roads (Norfolk), VA 36°56.8'N 76°19.9'W
8638660 Portsmouth, VA 36°49.1'N 76°17.6'W
8658120 Wilmington, NC 34°13.6'N Ue aloe
8665530 Charleston, SC 32°46.9'N 79°55.5'W
8670870 Fort Pulaski (Savannah), GA 32°02.0'N 80°54.1'W
8720030 Fernandina Beach, FL 30°40.3'N 81°28.0'W
8720220 Mayport, FL 30°23.6'N 81°25.9'W
8723170 Miami Beach, FL 25°46.1'N 80°07.9'W
8724580 Key West, FL 24°33.2'N 81°48.5'W

16

Table 1, continued

Station

Number Station Name Latitude Longitude
8726520 St. Petersburg, FL 27°46.4'N 82°37.3'W
8727520 Cedar Key, FL 29°08.1'N 83°01.9'W
8729840 Pensacola, FL 30°24.2'N 87°12.8'W
8761720 Grand Isle, LA 26°16.5'N 89°57.5'W
8764311 Eugene Island, LA 29°22.3'N 91°23.1'W
8770590 Sabine Pass, TX 29°42.3'N 93°51.2'W
8771450 Galveston (Pier 21), TX 29°18.8'N 94°47.2'W
8772440 Freeport Harbor, TX 28°56.8'N 95°18.5'W
8774770 Rockport, TX 28°01.3'N 97°02.8'W
8779770 Port Isabel, TX 26°03.6'N 97°12.9'W
2695535 St. Georges, Bermuda S222 sOuN 64°41.8'W
9410170 San Diego, CA 32°42.9'N 117°10.4'W
9410230 La Jolla, CA 327 52505N 117°15.4'W
9410660 Los Angeles (Berth 60), CA 33°43.2'N 118°16.3'W
9414290 San Francisco, CA 37°48.4'N W22227-29 0
9414750 Alameda, CA 37°46.3'N 122°17.9'W
9419750 Cresent City, CA 41°44,7'N 124°11.0'W
9439040 Astoria, OR 46°12.5'N 123°46.0'W
9443090 Neah Bay, WA 48°22.1'N 124°37.0'W
9447130 Seattle, WA 47°36.2'N 1222205200
9449880 Friday Harbor, WA 48°32.7'N 123°00.7'W
9450460 Ketchikan, AK 55°20.0'N 131°37.5'W
9451600 Sitka, AK 57°03.1'N 135°20.5'W
9452210 Juneau, AK 58°17.9'N 134°24.7'W
9452400 Skagway, AK 59°27.0'N 135°19.5'W
9453220 Yakutat Bay, AK 59°32.8'N 139°44,1'W
9455500 Seldovia, AK 59°26.4'N 151°43.0'W
9461380 Adak, AK SSS TSUN 176°38.1'W
9462620 Unalaska Is., AK 53252.60N 166°32.3'W
1612340 Honolulu, HI 21°18.4'N 151°52.0'W
1619000 Johnston Island 16°44.4'N 169°31.8'W

17

Table 1, continued

Station
Number

1619910
1630000
1770000
1820000
1840000
1890000

Station Name

Sand Is., Midway

Apra Harbor, Guam

Pago Pago, American Samoa
Kwajalein, Marshall Islands
Truk Atoll, E. Carolines
Wake Island

18

Latitude

28°12.7'N
13°26.5'N
14°16.7'S
08°44.2'N
07°26.8'N
19°17.4'N

Longitude

177°21.6'W
144°39.2'E
170°40.9'W
167°44.3'E
TOTS Oe/ie
166°37.8'E

TABLE 2
TRENDS AND VARIABILITY
STATION LIST

Station Date of First Full Dates of
Number Station Name Year of Series Missing Data
8410140 Eastport, ME 1930 1957, 58, 76-78, 80
8418150 Portland, ME 1912

8419870 Seavey Is., ME 2 1927 1935-395"735) 78
8443970 Boston, MA 1922

8447930 Woods Hole, MA 1933 1965, 67-69

8452660 Newport, RI 1931

8454000 Providence, RI 1939 1947-56, 67

8461490 New London, CT 1939 1978-80

8516990 Willets Point, NY 1932

8518750 New York, NY P 1893

8531680 Sandy Hook, NJ 1933

8534720 Atlantic City, NJ 1912 MOZI2279097 Os 7 Lenn 9,
8545530 Philadelphia, PA 1901 TOA 22059), 60
8557380 Lewes, DE 1921 1923-36, 40-47, 50-52, 80
8574680 Baltimore, MD 1903

8575512 Annapolis, MD 1929 1976

8577330 Solomons Island, MD 1938

8594900 Washington, DC 1932 1980

8638610 Hampton Roads, VA c 1928

8638660 Portsmouth, VA 1936

8665530 Charleston, SC 1922

8670870 Fort Pulaski, GA ¢ 1936

qd 1927-1968, Portsmouth Navy Yard, NH; 1969-1972, Back Channel, ME;
1973-1980, Seavey Island (Berth 2), ME.

b 1893-1920, Ft. Hamilton; 1921-1980, The Battery.
© Norfolk, VA.
d Savannah, GA.

19

Table 2, continued

Station -Date of First Full Dates of
Number Station Name Year of Series Missing Data
8720030 Fernandina, FL 1898 1924-38
8720220 Mayport, FL 1929
8723170 Miami Beach, FL 1932 1979
8724580 Key West, FL 1913
8727520 Cedar Key, FL 1915 1926-38
8729840 Pensacola, FL 1924
8771450 Galveston, TX © 1909 1979
9410170 San Diego, CA 1906
9410230 La Jolla, CA 1925 1954, 55,-78, 79
9410660 Los Angeles, CA v 1924 1979
9414290 San Francisco, CA 9 1855
9414750 Alameda, CA 1940
9419750 Crescent City, CA 1933
9439040 Astoria, OR 1925
9443090 Neah Bay, WA 1935
9447130 Seattle, WA 1899
9449880 Friday Harbor, WA 1934
9450460 Ketchikan, AK 1919
9451600 Sitka, AK 1938
9452210 Juneau, AK 1936
9453220 Yakutat, AK 1940
1612340 Honolulu, HI 1905
© Pier 21.
f Berth 60.

g 1855-1877, Fort Pt.; 1877-1897, Sausalito (two locations); 1897-1980, The
Presidio (two locations).

20

TABLE 3
TRENDS AND VARIABILITY
ENTIRE SERIES

Standard Error

Station Trend of Trend Variability ;
Number mm/yr ft/yr +mm/yr +ft/yr +mm hE

8410140 Say lO)NG) oe) .0009 26.2 . 086
8418150 2.3) 008 54 . 0006 29.2 096
8419870 2.0 .006 52 .0007 24.2 .079
8443970 2.3 .008 ae .0007 28.1 092
8447930 oth OME) ae . 0008 “S35 I 076
8452660 2.6 .008 ne .0007 23 .076
8454000 1.8 .006 4 0012 dal) 084
8461490 (aca AVON! 3 .0011 2300 077
8516990 252 PeO07, 4 0014 42.9 141
8518750 2.8 .009 oA 0004 28.0 092
8531680 4.2 .014 3 .0010 28.4 093
8534720 4.0 .013 5 0006 30.7 101
8545530 216) 009 4 . 0006 395 51129
8557380 3-0 e010 4 .0015 Sod 124
8574680 SoA oll 1 . 0005 ae) 091
8575512 Soi aib)ily4 3 0009 28.1 092
8577330 S358) alvalih 3 .0011 28.1 092
8594900 3.0 .010 4 0012 35.8 LIT
8638610 4.3 .014 3 .0010 32.6 107
8638660 SOM Ole 3 0011 20RD 097
8665530 3.4 .011 5S . 0009 35.6 SI)
8670870 Zof 009 4 .0012 332 109
8720030 7006 4 0014 34.7 114
8720220 23) O07 =3 .0011 34.9 Slits
8723170 2.3) 7 008 2 .0008 23.8 .078
8724580 5 \ oO o4 .0005 25.9 085

e Standard Error of Estimate.

él

Table 3, continued

Standard Error

Station Trend of Trend Variability g
Number mm/yr ft/yr +mm/yr +ft/yr +mm ne

8727520 2.0) Go we . 0007 30.2 .099
8729840 Both) o (alors .3 .0010 Wok 5 ZZ
8771450 og) 6 OZ oo) . 0009 48.2 . 158
9410170 eS) WS oh . 0004 25 2 . 083
9410230 L006 rae .0007 26.4 . 087
9410660 OROna 002 6 . 0007 26745 . 087
9414290 CuO: cal . 0003 39.8 Sulit
9414750 ORI 000 58) .0015 34.6 114
9419750 -0.9 -.003 a8) .0010 30.0 .099
9439040 -0.5 -.002 58 .0011 41.0 . 134
9443090 -1.3 -.004 58) .0011 29.4 .096
9447130 Lo9) OOls oh .0005 296 097
9449880 O29) 771002 of .0010 28.3 .093
9450460 -0.1 -.0005 5@ . 0008 34.8 114
9451600 -2.4 -.008 a .0011 (Axo 2 n095
9452210 -12.9 -.042 4 .0014 36.8 all
9453220 -4.6 -.015 4 .0015 33.6 .110
1612340 Oye O05 52 . 0006 S500) aialts

@ Standard Error of Estimate.

22

TABLE 4
TRENDS AND VARIABILITY
1940 THROUGH 1980

Standard Error

Station Trend of Trend Variability ¢
Number mm/yr ft/yr +mm/yr +ft/yr +mm +ft

8410140 Sec, OO 4 .0014 28.6 .094
8418150 Zoe i AO 4 .0013 29.7 . 098
8419870 1.3 .004 53 .0010 22.16 .074
8443970 OL e008 3 .0010 2359) .077
8447930 CAS HAUUS “3 .0010 22.0 AOVZ
8452660 ZS) Oy a3 .0010 (eos .073
8454000 ey es005 4 .0013 26.1 . 086
8461490 LE Nice OlO7/ a3 .0011 2S 1) .078
8516990 Lone 005 6 .0019 44,5 . 146
8518750 2.5) ees008 33 .0011 (458 .083
8531680 A 0 2013 4 .0013 29.3 096
8534720 329 Ses Ol3 4 .0014 S255 . 106
8545530 223 SeS007, 56 .0018 41.3 o35
8557380 20) SOI9 8 .0027 39.1 .128
8574680 Bois 6 (00s) 4 .0012 28.0 .092
8575512 So ali) 4 .0012 26.9 .088
8577330 3e2,) S001 4 .0012 28.7 .094
8594900 2.8 .009 5 .0016 Shel SWZ
8638610 Sls BOUZ 4 .0014 S2aL . 105
8638660 Sol WIZ 4 .0013 30.7 .101
8665530 2.4 .008 a5 .0016 36u .118
8670870 255) 008 4 .0015 33.8 lal
8720030 156 005 38 .0015 34.6 .114
8720220 Lope o04 55 .0015 34.7 .114
8723170 19006 58 .0011 24.0 .079
8724580 16a 005 4 .0012 ZIe .089

a Standard Error of Estimate.

23

Table 4, continued

Standard Error

Station Trend of Trend Variability g
Number mm/yr ft/yr tmm/yr +ft/yr +mm She

8727520 1.2 .004 4 .0013 Sile2 OZ
8729840 Lo , WO 58) .0016 Sie A 22
8771450 G62 4040) ol . 0022 48.1 5 ys)
9410170 Hold lle 4 .0012 (48 090
9410230 Lo sub 4 .0012 28.4 093
9410660 -0.1 -.0002 4 .0012 26.3 086
9414290 oS ol 4 .0014 S32 a109
9414750 0.1 .0004 25 .0015 34.6 .114
9419750 -1.6 -.005 4 .0012 28.7 094
9439040 -1.3 -.004 68) .0017 38.8 5 2 i/
9443090 -1.8 -.006 4 .0013 29.0 095
9447130 Bod slOOY/ 4 .0012 AUC 089
9449880 O35 WW 4 .0012 28.4 2088
9450460 -0.4 -.001 58) .0017 38.6 S27)
9451600 -2.4 -.008 4 .0013 238) .095
9452210 -12.8 -.042 68) .0017 38.3 aliZ6
9453220 -4.6 -.015 4 .0015 33.6 .110
1612340 Oo7 WZ 4 .0013 S106 7/ ooh

@ Standard Error of Estimate.

24

TABLE 5
AREAS WITH INCLUSIVE STATIONS

Northern East Coast to Cape Hatteras

Portland, ME

Seavey Island, ME (Portsmouth, NH)
Boston, MA

Newport, RI

Willets Pt., NY

New York (The Battery), NY
Atlantic City, NJ
Baltimore, MD

Annapolis, MD

Solomons Island, MD
Washington, DC

Hampton Roads (Norfolk), VA
Portsmouth, VA |

Southern East Coast

Charleston, SC

Ft. Pulaski (Savannah), GA
Fernandina, FL

Mayport, FL

Miami Beach, FL

Gulf Coast
Key West, FL

Cedar Key, FL
Pensacola, FL

25

Table 5, continued

Southern West Coast to Pt. Arena

San Diego, CA

La Jolla, CA

Los Angeles (Berth 60), CA
San Francisco, CA

Alameda, CA

Northern West Coast

Crescent City, CA
Astoria, OR

Neah Bay, WA
Seattle, WA
Friday Harbor, WA

26

TABLE 6

TRENDS AND VARIABILITY

AREA® AND U.S.? MEANS
1940 THROUGH 1980

Northern East Coast

Trend 2.6 mm/yr .009 ft/yr
Standard Error of Trend + .3 mm/yr +.0011 ft/yr
Variability® +24.5 mm +.080 ft

Southern East Coast

Trend 1.9 mm/yr .006 ft/yr

Standard Error of Trend + .4 mm/yr =OO1Sft/ yr

Variability® +31.1 mm 202) fit
Gulf Coast

Trend 1.5 mm/yr 2005) fit/yr

Standard Error of Trend + .4 mm/yr EQNS we/Aar

Variability® +29.5 mm +.097 ft

Southern West Coast
Trend 1.0 mm/yr .003 ft/yr
Standard Error of Trend + .4 mm/yr .0012 ft/yr
Variability® 427.2 mm +.089 ft

I+

Northern West Coast

Trend - .4 mm/yr -.001 ft/yr
Standard Error of Trend + .3 mm/yr +.0011 ft/yr
Variability® +25.9 mm +,085 ft

2 From area yearly mean sea level values rather than means of station trends, et
cetera, in area.

2 From means of area yearly mean sea level values rather than means of area
trends, et cetera.

E Standard Error of Estimate.

27

Table 6, continued

United States

Trend 1.3 mm/yr
Standard Error of Trend 5 | 6 ULIN/Me
Variability® +16.2 mm

© Standard Error of Estimate.

28

+

I+

004 ft/yr
.0007 ft/yr
HO Somat

HEIGHT (FEET)

NORTHERN EAST COAST

1940

Figure 5.

1950 1960 1970
YEAR

Northern east coast area mean with damping array.

29

HEIGHT (FEET)

SOUTHERN EAST COAST

1940

Figure 6.

1950 1960 1970
YEAR

Southern east coast area mean with damping array.

30

HEIGHT (FEET)

6.4

6.2

6.0

5.8

5.6

Figure 7.

GULF COAST

1950 1960 1970
YEAR

Gulf coast area mean with damping array.

31

HEIGHT (FEET)

SOUTHERNS WEST COST MO SPOINTTARENG

7.6
7.4
7.2
7.0

6.6
1940 1950 1960 1970 1980

YEAR

Figure 8. Southern west coast area mean with damping array.

32

HEIGHT (FEET)

NORTHERN WEST COAST

1940

Figure 9.

1950 1960 1970
YEAR

Northern west coast area mean with damping array.

33

HEIGHT (FEET)

1940

Figure 10.

UN OED) Sia Mes)

1950 1960 1970
YEAR

United States mean with damping array.

34

1980

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39

CRS
yey:

PN evi

APPENDIX A.

PLOTS OF MONTHLY AND YEARLY MEAN SEA LEVEL

41

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8410140 STATION NO. 8410140
EASTPORT, ME ARASWOK 5 Mle,

13.3 - 13.3
JAN FEB HAR APR HAY JUN JUL AUG SEP OCT NOV DEC 1660 186 1900 1eas isi Haas 1940 195519701085

MONTH
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8418150 STATION NO. 8418150
PORTLAND, ME PORTLAND, ME

2.3 12.3
JAN FEB HAR APR MAY JUN JUL AUG SEP OCT NOV DEC 050 1085 1680 1695 1910 1935 1840 1955 1970 1985
MONTH

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8419870 STATION NO. 8419870
SEAVEY IS, ME(PORTSMOUTH, NH) SEAVEY IS, ME(PORTSMOUTH, NH)

ae

5.4 5.4
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1050 1885 «1680 188519101925 1401955 18701885
MONTH YEAR

42

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 8443970
BOSTON, MA

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8447930
WOODS HOLE, MA

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8452660
NEWPORT, RI

2.3
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH

43

YEARLY MEAN SEA LEVEL
STATION NO. 8443970
BOSTON, MA

7.3 7.3
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1050 1865 1880 1895 19101925 14D 195519701985

YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 8447930
WOODS HOLE, MA

MP pay en W

2.2 2.2
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

1850 1665 1680 «1885 «1910 1925 14D 19551970 19885
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 8452660
NEWPORT, RI

2.3
1650 1865 1680 1895 1910 1925 180 1955 1970 1985
YEAR

MONTHLY MEAN SEA LEVEL
STATION NO. 8454000
PROVIDENCE, RI]

HEIGHT (FEET)

YEARLY MEAN SEA LEVEL
STATION NO. 8454000
PROVIDENCE, RI

a EM

ah

4.4 4.4
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1850 1685 1680 1605 aye 140 1955198701985

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8461490
NEW LONDON, CT

HEIGHT (FEET)

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8467150
BRIDGEPORT, CT

HEIGHT (FEET)

MONTH

3.6 3.6
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4.2
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

44

YEARLY MEAN SEA LEVEL
STATION NO. 8461490
NEW LONDON, CT

1650 1885 1680 «1005 «1910 1925 101855 1870 19885
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 8467150
BRIDGEPORT, CT

: y

4.2
1050 1885 1680 1695 1910 1925 190 1955 1970 1985
YEAR

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 8510560
MONTAUK, NY

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8516990
WILLETS POINT, NY

7.7 7
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH
MONTHLY MEAN SEA LEVEL

STATION NO. 8518750
NEW YORK (THE BATTERY), NY

MONTH

3.7
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

3
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

45

YEARLY MEAN SEA LEVEL
STATION NO. 8510560
MONTAUK, NY

3.7
1050 1685 1680 «(1895 «61910 1925 190 1955 1970 1985
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 8516990
WILLETS POINT, NY

7
1650 16865 1680 1695 1910 1925

YEAR

1940 1955) 1870s: 1985

YEARLY MEAN SEA LEVEL
STATION NO. 8518750
NEW YORK (THE BATTERY), NY

4.3
1650 1665 1680 18085 1910 192 180 1955 1970 1965

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 8531680
SANDY HOOK, NJ

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8534720
ATLANTIC CITY, NJ

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8545530
PHILADELPHIA, PA

5.6
JAN FEB HAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH

46

YEARLY MEAN SEA LEVEL
STATION NO. 8531680
SANDY HOOK, NJ

3.6 3.6
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1650 1685 1680 1685 eon i910 195519701985

YEARLY MEAN SEA LEVEL
STATION NO. 8534720
ATLANTIC CITY, NJ

5.6 5.6
JAN FEB HAR APR MAY JUN JUL AUG SEP OCT NOV DEC

1650 1665 «1680 «1895 661910 «1925 «= 18401955 1870 1985
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 8545530
PHILADELPHIA, PA

| yw

5.8
1650 1685 1680 1885 1910 1925 1940 1955 1970 1985
YEAR

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8557380 STATION NO. 8557380
LEWES, DE BENE OE:

3.6 3.6
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 050 1085 1680 1695 1910 1925 190 195 1970 1985

MONTH TER
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8574680 STATION NO. 8574680
BALTIMORE, MD BALTIMORE, MD

3.4 3.4
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1850 1605 1680 1685 1910 199 190 1955 1970 1985
YEAR

MONTH
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8575512 STATION NO. 8575512
ANNAPOLIS, MD ANNAPOLIS, MD

3.8 3.8
JAN FEB MAR APR HAY JUN JUL AUG SEP OCT NOV DEC 1650 1685 1880 1695 1910 1925 IHD GSS 18701885
YEAR

MONTH

47

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 8577330
SOLOMONS ISLAND, MD

YEARLY MEAN SEA LEVEL
STATION NO. 8577330
SOLOMONS ISLAND, MD

3.0 3.0
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 850 1685 1880 1895 as 1940 19551870 1985

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8594900
WASHINGTON, DC

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8632200
KIPTOPEKE, VA

3.7
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH

4.8 4.8
JAN FEB MAR APR HAY JUN JUL AUG SEP OCT NOV DEC

48

YEARLY MEAN SEA LEVEL
STATION NO. 8594900
WASHINGTON, DC

1650 1665 1680 1895 1910 1825 1940 1955 1970 1985
YEAR

YEARLY MEAN SEQ LEVEL
STATION NO. 8632200
KIPTOPEKE, VA

3.7
1650 1665 1680 1695 1910 1925 190 1955 1970 1965
YEAR

MLLlon trouss

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8638610 STATION NO. 8638610
HAMPTON RDS. (NORFOLK), VA HAMPTON ROS. (NORFOLK), VA

5.3

* 4.9

4.5

41 4.1
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC ‘650 1685 1680 1695 aaveenen 140 «19551970 1985

MONTH
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8638660 STATION NO. 8638660
PORTSMOUTH, VA PORTSMOUTH, VA

6.4 6.4
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1050 1665 1680 1695 1910 1925 180 195 1970 1985

MONTH YEAR
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8658120 STATION NO. 8658120
WILMINGTON, NC WILMINGTON, NC

Meat

3.6 3.6
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1050 1685 1680 169 1910 1995 180 195 1970 108
MONTH YEAR

49

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8665530 STATION NO. 8665530
CHARLESTON, SC CHARLESTON, SC

4.3 4.3
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 850 1085 1680 (695 1910 1925 1940 1955 1970 1085

aR YEAR
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8670870 STATION NO. 8670870
FORT PULASKI (SAVANNAH), GA FORT PULASKI (SAVANNAH), GA

6.0 6.0
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1650 1665 1680 1605 1910 1925 180 1955 1970 1985
YEAR

MONTH

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8720030 STATION NO. 8720030
FERNANDINA BEACH, FL FERNANDINA BEACH, FL

Toy

3.7 3.7
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1050 1085 «1880 1605-1910 1925 180 1855 19701885

MONTH YEAR

50

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 8720220
MAYPORT, FL

1980
1928 TO 1980

YEARLY MEAN SEA LEVEL
STATION NO. 8720220
MAYPORT, FL

3.0
MPN FEB HAR APR HAY JUN JUL AUG SEP OCT NOV DEC 1050 19s 1000" ioes 1910 ia ald
Y

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8723170
MIAMI BEACH, FL

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8724580
KEY" WEST

4.2
JAN FEB MAR APR HAY JUN JUL AUG SEP
MONTH

4.2
OCT NOV DEC

51

YEARLY MEAN SEA LEVEL
STATION NO. 8723170
MIAMI BEACH, FL

“ ileum

2.7 2.
JAN FEB HAR APR MAY JUN JUL AUG SEP OCT NOV DEC

7
1050 1065 1680 «18951910 1925 1D 18551870 19885
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 8724580
KEY WEST, FL

1050 1885 «1880 18851910 1925 10 85S 18701985
YEAR

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 8726520
ST. PETERSBURG, FL

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8727520
CEDAR KEY, FL

2.6 2.6
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8729840
PENSACOLA, FL

7.8
JAN FEB MAR APR MAY JUN JUL RUG SEP OCT NOV DEC

MONTH

52

YEARLY MEAN SEA LEVEL
STATION NO. 8726520
Se REN EROBURGH ane

yl

3.3 3.3
JAN FEB HAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1650 1685 16880 1695 1910 1925 1940 1955 19701985

YEAR

YERREVMERNS SEG MEEVEE
STATION NO. 8727520
CEDAR KEY, FL

nat

Wy

1650 1665 1680 1685 1910 1925 190 1855 1970 1985
Y

YEARLY MEAN SEA LEVEL
STATION NO. 8729840
PENSACOLA, FL

70
eso 1685 1680 1695 1910 1925 1940 1970 1985
YEAR

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 8761720
GRAND ISLE, LA

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8764311
EUGENE ISLAND, LA

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8770590
SABINE PASS, TX

4.4
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH

2.1 2.
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

53

YEARLY MEAN SEA LEVEL
STATION NO. 8761720
GRAND ISLE, LA

4.5 4.5
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 650 1885 1880 1885 19101925 MHD 05518701985

YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 8764311
EUGENE ISLAND, LA

3.3 ip
2.9

1
1650 1665 1660 1095 1910 193 1910 1955 1970 1985
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 8770590
SABINE PASS, TX

404
1850 1865 1680 «1695 «1910 «1925 1840 18551870 1985
YEAR

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 8771450
GALVESTON (PIER 21), TX

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8772440
FREEPORT HARBOR, TX

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 8774770
ROCKPORT, %X

MONTH

301 3
JAN FEB MAR APR HAY JUN JUL AUG SEP OCT NOV DEC

4.9
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

54

YEARLY MEAN SEA LEVEL
STATION NO. 8771450
GALVESTON (PIER 21), TX

ol
1850 1685 1680 1695 1910 1925 190 1955 1970 1985
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 8772440
FREEPORT HARBOR, TX

38 NM

3.4
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

3.4
1050 1065 1880 «1895 «19101925 1840) 19551970, 1985
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 8774770
ROCKPORT, TX

OGD 105 18m lms Is toms geo less 970.1885
YEAR

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 8779770 STATION NO. 8779770
FONT TSABELS Ix RORT ISABEL TX

3.7 or or
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1050 1865 1880 1695 Rt 1940 195519701985

MONTH
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 2695535 STATION NO. 2695535
ST. GEORGES, BERMUDA ST. GEORGES, BERMUDA

5.5

S.1

4.7
4.3
A

3.9

3.5 3.5
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1650 1665 1680 1695 1910 1925 190 1955 1970 1985
YEAR

55

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 9410170
SAN DIEGO, CA

MONTH

MONTHLY MEAN SER LEVEL
STATION NO. 9410230
Lin} JOUR), al

5.8
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 9410660
LOS ANGELES (BERTH 60), CA

5.5
JAN FEB MAR APR HAY JUN JUL AUG SEP OCT NOV DEC

MONTH

56

YEARLY MEAN SEA LEVEL
STATION NO. 9410170
SAN DIEGO, CA

peered MF

5.4 5.4
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1850 168 1680 1695 aes 1940 195519701985

YEARLY MEAN SEA LEVEL
STATION NO. 9410230
Lal JIUUAl, (Cal

nye

6.2

5.8
1650 1065 «61680 «61695 01910 1925 1840 1955——is«s1870—s«1985
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 9410660
LOS ANGELES (BERTH 60), CA

Jnl’

5.5
1650 1910 1925 190 1955 1970 1985

YEAR

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 9414290 STATION NO. 9414290
SAN FRANCISCO, CA SAN FRANCISCO, CA

7.6 7.6
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1650 1065 1680 1695 1910 1925 190 1955 1970 1985
YEAR

MONTH
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 9414750 STATION NO. 9414750
ALAMEDA, CA ALAMEDA, CA

1980 As
1939 TO 1980

5.9 5.9
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1850 1685 1680 1695 1910 1925 190 1955 1970 1985
MONTH YEAR

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 9419750 STATION NO. 9419750
CRESCENT CITY, CA CRESGENTEGIIY, CA

: Ay

6.5 6.5
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1650 1665 1680 1895 1910 1925 1940 1955 1970 1985
MONTH YEAR

57

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 9439040
ASTORIA, OR

1980

1925 TO 1980

YEARLY MEAN SEA LEVEL
STATION NO. 9439040
ASTORIA, OR

5.6 5.6
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1850 1665 1680 1695 Le yeneae 140 «41955 1970 1985

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 9443090
NEAH BAY, WA

1980
1934 TO 1980

5.4 5
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 9447130
SEATTLE, WA

MONTH

YEARLY MEAN SEA LEVEL
STATION NO. 9443090
NERH BAY, WA

4
1850 1865 (1880 1695 1910 19235 1910 1955 1970 1985
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 9447130
SEATTLE, WA

13.3 13.3
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1650 1665 1680 1695 fap tir 1940 «1855-1970: 1985

58

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 9449880 STATION NO. 9449880
FRIDAY HARBOR, WA FRIDAY HARBOR, WA

9.3

7.3 7.3
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1850 1665 1680 1695 1910 1925 190 1955 1970 1985

MONTH YEAR
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 9450460 STATION NO. 9450460
KETCHIKAN, AK KETCHIKAN, AK

Mala

3.3 13.3
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 650 1665 1680 1895 1910 1925 190 1955 1970 "1985
MONTH YEAR

1980
1919 TO 1980

MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 9451600 STATION NO. 9451600
SITKA, AK SITKA, AK

1980 ae
1938 TO 1980

6.9 8.9
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1850 1685 1880 1695 lee tog 19D «1955 1970 1985

MONTH Y

59

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 9452210
JUNERU, AK

et eee
ae

(aN

1936 7 1980

13.0 \3
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 9452400
SKAGWAY , AK

12.8 it
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 9453220
YAKUTAT BAY, Ake

980
1940 TO 1980

7.1+—
* JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH

YEARLY MEAN SEA LEVEL
STATION NO. 9452210

JUNEAU, AK
15.0
14.6
4.2
13.8
13.4
eT Pa OCS Mn RS Me rs ea es
YEAR
YEARLY MEAN SEA LEVEL
STATION NO. 9452400
SKAGWAY, AK
N
2.8
1650 1685 1680 1695 1910 1925 1940 1955 1970 1985
YEAR
YEARLY MEAN SEA LEVEL
STATION NO. 9453220
YAKUTAT BAY, AK
9.1
8.7
8.3
7.9
7.5
Tle) 15 temo «SS am eS owes e701
YEAR

60

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL YERRE YS MERNESERSEEVEL
STATION NO. 9455500 STATION NO. 9455500
SELDOVIA, AK SELDOVIA, AK

1980
1964 TO 1980

16.4 16.4
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1050 1865 1880 1695 (1910 1925 1940 1955 18701985

4.2
JAN FEB

MONTH YEAR
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 9461380 STATION NO. 9461380
ADAK, AK ADAK, AK

4.2 4.2
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1850 1665 1680 1895 1910 1925 1840 1955 1970 1985

MONTH YEAR
MONTHLY MEAN SEA LEVEL YEARLY MEAN SEA LEVEL
STATION NO. 9462620 STATION NO. 9462620
UNALASKA ISLAND, AK UNALASKA ISLAND, AK
6.2

EE ag M

\

4.2
MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1850 1865 1680 1695 area tee Oo) ES Ee

MONTH

61

HEIGHT (FEET)

HEIGHT (FEET?

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 1612340

HONOLULU, OAHU, HI

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 1619000
JOHNSTON ISLAND

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 1619910
SAND ISLAND, MIDWAY

3.4 3.4
JAN FEB WAR APR MAY JUN JUL AUG SEP OCT NOV DEC

1.9 1.9
JAN FEB HAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2.)
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTH

62

YEARLY MEAN SEA LEVEL
STATION NO. 1612340
HONOLULU, OAHU, HI

4.6 In, A

aan

ove aes

1650 1855 1680 1605 1010 1925 1840 1955 1970 1985
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 1619000
JOHNSTON ISLAND

1050 1865 1880 1695 1910 1925 1940 19855 1970 1985
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 1619910
SAND ISLAND, MIDWAY

a.)
1050 1065 1680 1695 1910 1925 160 1955 1970 1985
YEAR

HEIGHT (FEET)

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 1630000

APRA HARBOR, GUAM

MONTH

MONTHLY MEAN SEA LEVEL
STATION NO. 1770000
PAGO PAGO, AMERICAN SAMOA

MONTH
MONTHLY MEAN SEA LEVEL

STATION NO. 1820000
KWAJALEIN, MARSHALL ISLANDS

MONTH

3.7 3
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

63

YEARLY MEAN SEA LEVEL
STATION NO. 1630000
APRA HARBOR, GUAM

1.6 1.6
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1850 1885 1880 1695 19101925 19401955 18701085
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 1770000
PAGO PAGO, AMERICAN SAMOA

mu it

2.8 2.8
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

1650 1085 (1680 «1695 «61910 1925 1640 1955 1970 1985
YEAR

YEARLY MEAN SEA LEVEL
STATION NO. 1820000
KWAJALEIN, MARSHALL ISLANDS

4.5

7
1050 1885 «1680 «18851910 1825 195 1970
YEAR

HEIGHT (FEET)

HEIGHT (FEET)

MONTHLY MEAN SEA LEVEL
STATION NO. 1840000

TRUK ATOLL, EAST CAROLINES

MONTH
MONTHLY MEAN SEA LEVEL

STATION NO. 1890000
WAKE ISLAND

MONTH

2.4 2.4
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4.0 4.0
JAN FEB HAR APR MAY JUN JUL AUG SEP OCT NOV DEC

YEARLY MEAN SEA LEVEL
STATION NO. 1840000
TRUK ATOLL, EAST CAROLINES

mn

1650 1665 1660 1695 1910 1925 1940 1955 1970 1985
Y

YEARLY MEAN SEA LEVEL
STATION NO. 1890000
WAKE ISLAND

ye

1050 1865 «1980 18051910 1925 1840 18551870 1085
YEAR

64

APPENDIX B

MONTHLY AND YEARLY MEAN SEA LEVEL DATA

65

Be vl 9E vl Ov vt cl vt 90 bl BE vt 8S vt OS vt ve vt 9b vt 9E vl Lov cv vl pL6l

Sv vl be vl be vt 6e vi 6e vi cG vt Svovl Se vl 8p vt co vt eS vt bro O09 vt ELo6t
e9 vt S9 bh 99 vt Lv vl EL tl OL vt 9G’ vt 89° bh 99° VI Sov }o vt 89° vt cS uh cL6t
oo th yS vb eB vl e9 vi 8vovl Lov ve vl O09 bt vot yO°vt G9 °bvl tS vt pL vb +L6h
99° Vt 68 Vt Gl ov Lvov SS tl 69th eS vl LO vt LS bL ov BL bt +O vk tL ooh OL6l
tS vl cs vl OB vi Sh aA ce vl boul Lev LG vt cot Spvobl Lo'vh ce pt 69° vi 696}
eS vt co Sh LL’ vb 6S tt Gpovl cL vl 19° vt 9c vt 6€ vl 66 Et LG bb 8S vt 9E vt 8961
Ly vl ES vt LG’ vt Ov vt loop 8c Vt 69 vi Spotl OG’ bt pS pt 6E vl cb pt 9b vt L961
tS’ pl 6e vt O& vt O€ vi L9o°bth vovh Ol vt 9v bl co vl 9b vt bop cS bl cB bl 9961
Lvov SG vl EQ vi 8o°rl Ev vt 9e rh Sv vt cS vb eG yt 6y vi Sc bl cE bt Lvov S961
Lev cc bth 8b vt Ge vl Oc vt vyovh Goh O9 vt Ov vt 90° vk Sb rt bev 8c vt vp96t
ve ve tcl 9S tl 8c vl SO'vt Of vl bev O&€ vi vive 9c vl O@ vi 0O bt ce vt e964
ce vt 6r vl Ov’ vt Ly tl vo vl vo vt BE vl ve vl BC bt bE bs 6b vl plop bhovl c96t
9p vl OS vl eo ¢t SS bl Le vt cc uh Ov vl Spo vl tS vl tL opt 9S tl Le vl Lev 1961
cy vl Gtovt GE vl Se vt O€ vt Le vt ce vl ec bl cG vk 6b vl co bh So'vl BE vi o961
9c vl Gbvl 8c vt ve vl tov 6c vl ch vt O€ vt bho be vt Sc vl 60'vi Se vl 6S61L
ee 6p vl cy vt 8S6l

tev BE vt St ovl ce vt El ov Ol vl LS6h

8c vl Gc vl ce vt Bl out Of vt boot ce vl O€ vt 9c bh Sev Sc vl bl ot O€ vt 9S61
tooth e€O vi BE vt Gc bl 90° bh Lt ov Bl oot po vl Loot ve vt Sc bl OO vt Ge vt GGSEL
Gc vt be ovt 8c vt O€ vt 9c vl Le vl Le vl Ec vl GE vl cO' vl Sc vl 6b oth tc ov po6t
Sc vl 6E FI O€ vi cc vt 9c vl cc lh El vt 6t vt O€ vt ve vt Litovel ch vl Le bl ES6l
Sc vt 9v vt 6c vl Bt ot co Mh Ol vt et vt ce vt ve vt eb vt 9c vk bE vt El vt cSG6h
Sc vt boot ce vt Lev 6c vl vo vt Lobb ce vt Sev 9c bh ve vt 90°FI clot +S6t
61 pt 1S pt SS’ vl 8c vt ce vt 6l vt bh ov 8 vt L6°Eb bh ove 96°E1 clo vt 86 Eh OS6t
Oc vt 80 vt by ovt veo 972 vk ce vt vo'vl bh ove St vt vo'vtl OO Live cl opt 6vEl
Lev Gpovl ve vt ve vb Oc vl O€ vt boop Le vt ce vt El vt 6h vt 60 vt ch vt BvGel
Sev 62 bt LO°vt coh 6t vt Se2'vl SE bool SE Pt Oc vi 8S vl 6v vl Ot bh Lvel
ce vt ve vt Ev vl 6E vl Bl ov 8c vt tc vl O€ vl O€ vt 8b vt O€ Pt 9E bh cv vt 9v6l
cert O09 vi Sov Sv vl 8c vt bop be vl. QE vt Ov vt 6c vb Stout SO vt 6 vt Sv6t
clo vt 90 vl 6y vt 60 I Ol vt vl ov Ot vt ec bh tort Stool ce Eb cO vl tov pret
80° vt 86 °EL Blob bev vO’ vl ec vt clo vh boo vk cO vl 90° vt LB°E4 80°F 98 el Evel
St vl bh oot eb ov ch ov St ov bh out Sto 6c Fh 80° vt Gc vl Sc ve ve vl 96ers crel
Biot LOVE viol ec vl ec vl Sc vl St vt 8c vl O€ vt ch ovt 60° Ft 80° vt Oc vb bvot
St vt Ol vt vive clot bh oot €6 El Ol vt 8c bt QE Lio elo vl Le vt 9b vt Ovel
clot 8c vt 60°F Stovl 9b Pt 80°vl cho vt Sto el ovt OZ vk boot 96 °EL GO’ vt 6EGt
Olt vb bh oot cO vt St vl tO'vt thot cO vl LO vt Oc vt 80° vl St ov SO vt tc oh BE6l
elo ch ooh 6l vt bh ove Ol vt cO vt Ec vt viv Liv OL vt 60° vb 6E vb S6 Cet LE6t
60'vI vs el 80° bt O@ vt OO’ vt S6 EL co oul LO’ co vl 60° vt St vt vl ol be oot SE6h
bev OS vt ce vl SO vt vO'vt SO'vl 80° vl vl ov Bt ot vibe cO vt LB°Eb ve Eb GSE64
SO’ vt el vt Leek bk ot O06 Et LO'vt vi ov cc ol bO'vt cb vt 88° et 00 Ft 80 vt vest
6h vt EO’ vt ec vl LO'vt ec vl tc vb St vt Le °Vtb ec bh bho cl ovt Bt oot ec vl cbt
viol 60 vt viv tev 8b 00° +t 9c Ft ec vt cO bl viv 8c Fh Blob LO'vt cest
thot 90° rh 66 Et ce ul Lio 90° vt vio 61 vt £0 vt 80°vt LE vt ve El 90° bt be6t
66 Et L6 Et ve et 8c vb SO’ vl vo vt tho 88 EL OO’ vt 98°C tO°Pt 46 °E) OL EL Of6h
S6 E} 66 Et +6°EL 6c6t

NVAW YVSA 930 AON 190 dds ony TN NAR AV ddv dV gid NVvt avaAa

(14334) 13A37 V3aS NV3W ATYV3A GNV ATHINOW
MtL°~6S 99 NO VS bY aW* LYOd1SV3a
OvliOly8S “ON NOI1LViIS
cB/9b/bt diva nna

66

SEV

Lvov

9E Vt

9E tl

Mt

14A41 VAS NVAW A1YV3AA ONV ATHLNOW

NC bG ve
OvlOlvs

“ON NOILVLS

aW* LYOd1SV4

SS vl 9G vt

TB/91/tb

6264
81.61
LLGL
9L6h
GL6L

dVdA

diva nna

67

(1334)
MB vt OL

Gv el oO
8c EL €
9E EL v
by et 9
9E EL v
9v el €
Sc et L
O€ Et SG
6E El 8
Oc et t

pL et 6c Et 6c EL
OL Et Geel bc EL
LtL-et Stet BE EL
OLet vo et 9c El
cc Et be eb ve eb
bo -Eb te el Lieb
Stet be Eb ce et

LOE 8
cc et €

143A31 VAS NVAW AIYV3A GNV AIHLNOW

Nv GE Ev
OSI 8178

“ON NOTLV1IS

aw’ ONV11L480d

TB/9/b4

LS6t
9S6L
SS6L
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cS6t
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6r6l
8r6l
Lvel
Sv6l
Svet
pret
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cvet
bv6t
Cré6l
6E6t
8E6t
Le6tl
9E6l
Seok
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ceet
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bEGL
Oc6t
6c6t
8c6l
Lc6k
9c6l
Sc6t
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€cb6t
ccél
+c6h
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646h
8IL6L
LtGt
St6h
Stolk
vi6l
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clot
dVaA

aivq nna

68

Spel SvEet LS El 1O°Eb co Et 69°Eb 8b Et Leet BE EL 9c EL O86t
8S El OG El poet 19°Eb SS ’Eel tS eb LG" Eb Geet Ov et 99°EL 6L6+
cS et 89 °Eb SLEL cQ Et tO Et 19°Eb 89° Eb 6E Et cB et SS ’eh 8L6t
pLel cB et 89 El SQ °EL 88 °El GL El Sp et vO°EL BE EL Lyet LL6t
O9 Et SL°Et B89 °Et Os et 9S Eel 9G°€} 89°EL ev et beet 6v Eb 9L6h
veel Ov et eS’el 8p Eel cG eb to-eb veel 9E-EL 9c EL cc Et SL6h
el Et 6v EL 9c EL tS Et Leet byooeb evel G6 Cl Oe Et ec et vot
Sv et Spel Os él cG Et Sv et 6b et OS EL LE EL cl et OZ Et EL6L
Orel c9O el 6v EL b}9O°Eb vpL°et 99°E1 co EL 9S El cp et BC Eh cL6t
99°E1 9S Eb 1G EL eG eh L9o°Eb GL EL tL Eb S9°Eb 6y Eb 6G Et +L6L
99°EL 89°Eb cL et Og eh 99°Et 8p el 9S El beet by eb SS El OL6}h
cO El EG Et O9'€l vS et vot O9 el SG’°Eel 8S El b9°EL ec et 6961+
Ov el cS el 98°El by eb GOEL GSS ’EL Leet 9c EL 6t Eb 66°C 896+
Ec EL 8c El ce et ev Et Ov Et SS°El Lv et Stet Ltet cc EL L9O6t
cL et bo eb 6E Et GSvel Se el 9e EL Gcet Geel 9c El +S Eb 9961+
Leet 9c Et LE et 9c EL Leet O€ Et 8c EL El et Ec Eb cc Et S96l
ce et ce et beet 9c El 6c El Ec Et €6 °C 91 et bh Eb 67 Et vo6l
bok bo eb 8c Eb 9E EL ce et O@ Eb ce el yo et 06 Zt Stet E961
ES Et 8c El FEEL GS el ce et Seek Gc et th eo Ltvet bO°EL cQ6l
cS el QE EL Leo et QE EL 6c Eb 6b Eb es et 6S "Eb 6E Et voces +964
vey et ce et Br EL 6E Eb cS et L9°EL pS el Ev et 69 Et ve et O96+t
veel Oe et bo EL LL et Gv et Oc Et Geet Oc Et 66 Ct LCO'Et 6S61+
Osc ’Eel bS°El Lye 6y el Ov eb cv el bLEb BL EL 8 Eb Svet 8S6t
190 das onv Tne Nan AVW udv YVAN aad NVA YVaA

(4334) 745A317 WSS NVAW ATYVSA ONY AIHLNOW
M8°bvl OL Nb’ GE ED AW‘ ONV1L40d
OSt8tv8 “ON NOILV1iS
c8/91/bt aiva nnd

69

EIS)" ©) pl 9 ty9 99°9 tL°9 IE)" E) GL'9 9g°9 cs°9 69°9 Soe 87 9 1G°9 O9L6t
€9°9 09°9 WES) 9L°9 yS°9 (s/h) 99°9 [S/b &) s9°9 €L°9 9S°9 Lv9 ve 9 SL6L
8c °9 v9°9 SE)" S) ve 9 99°9 1S°9 LL°9 el 9 tL°9 19°9 6c 9 os 9 8S°9 vL6l
4g°9 1G°9 v9°9 99°9 vL'9 vL°9 c6°9 18°9 99°9 69°9 EL6L

89°9 18°9 68°9 6S °9 VL ~ ©) s9°9 tL£°9 €8°9 Gyb~&) HESS) 99°9 8b 9 ce 9 cLEL
p99 669 6L°9 bL°9 95 °9 vS'°9 es 9 69°9 8L°9 9L°9 69°9 vs '9 €9°9 +L6t
69°9 ve'9 06°9 99°9 89°9 B8L°9 c9°9 99°9 cs 9 CLO 6S°9 sc’9 bL°9 OL6h
89°9 G89 v8 9 ©,° ©) c8 9 vlL°9 OL'9 bL°9 sc’9 yS°9 c9°9 9L°9 6c 9 6961
8g '9 cS’ 9 [Lib ©) co 9 eo'9 bpS°9 cs 9 c6°9 18°9 6r 9 v9°9 879 91 °9 8961
vo'9 Sc’9 ve 9 Sv9 8b 9 609 19°9 4g°9 os 9 E89 ev'9 ve 9 1S°9 L9O6t
9S°9 bog cS 9 9€°9 OL'9 8S '°9 89°9 ss’9 cS 9 09°9 09°9 oc ’9 cL 9 99614
Ly9 Ov 9 9g°9 €S’°9 by 9 Ov'9 ev 9 9S°9 (Ace) 8co°9 €v'9 cy 9 6E°9 S96L
Sv 9 ve 9 EE") yS'9 bo 9 cs 9 ve 9 Sv9 9V'9 Lig os 9 tS°9 Ly9 voO6t
Lv9 BE 9 vB 9 Ov'9 Lv'9 os’9 sc’9 e€c’9 ev 9 8S°9 vy 9 HL 9 ge°9 E96h
pG°9 p99 CLS OL’9 eo 9 9S5°9 bS'9 IG°9 Sc’°9 Sv9 tL°9 Le-9 61 °9 c96t
4g°9 eS 9 c9°9 69°9 879 6E 9 8S 9 879 c9°9 66°9 OL'9 Sv9 beg 1964
99°9 6c °9 cog Ss9°9 8S °9 89°9 99°9 B8L°9 96°9 18°9 cL’9 (L(t, &) cg 9 O961
Sv9g 6S°9 6y 9 19°9 [7° ©) vS'9 cv'9 09°9 beg os’9 Le-9 ee) 9E°9 6S6+
v9°9 €&9 1G°9 v9°9 09 °9 (AS\" ©) 1S°9 gsc°9 sc°9 v6°9 €O°L 89°9 9L°9 8S6l
ev 9 seg cc 9 cS 9 bp-9 GSp9 49°9 8r'9 cc 9 8c 9 09°9 Le°9 91°9 LS64
Ve) =) 9b °9 ss’9 be 9 [L{e}~G) LEE) 09°9 c9o'9 ty 9 OL'9 1G°9 ce 9 OLS 9S61
iE") BI °9 69°9 49°9 ve 9 go °9 ss 9 EeL’9 v9°9 B8L°9 GSv9 ee°9 v9°9 SS6t
4g°9 cS 9 €s 9 19°9 €9°9 tg 9 o9°9 89°9 t6°9 ce 9 1S°9 cs 9 GSv9 vSEl
yo°9 LeE-9 €s 9 8b °9 os 9 8b 9 9p °9 cs 9 eL 9 69°9 €9°9 Le'9 (LE)" &) €S6t
€o'9 99°9 vy 9 Le'9 cv9 8E°9 ty-9g 19°9 6L°9 4g°9 v9°9 09°9 809 cS6t
bG°9 Be '9 19°9 1G°9 9p°9 9S°9 cg ’9 69°9 69°9 19°9 6L°9 Seg Le9 +S6l
Le°9 09°9 bL°9 9b°9 95°9 Ov'9 ve 9 ceE9 029 ev'9 80°9 €c°9 vl o9 Osc6t
6€°9 86'S vG'9 gE °9 6E°9 cG’9 GSv9 be°9 vey'9 1S°9 6c 9 vy 9 Sv9 6r6l
6b 9 6S °9 Lv'9 19°9 Sv'9 1o°9 69°9 tL°9 S9°9 ve'9 Ov'9 61 °9 9¢°9 8r6l
os’9 9c°9 Lb? ©) ves Leg 809 9g°9 OL’9 19°9 6€°9 vL'9 95°9 9¢°9 Lv6l
8b °9 ce 9 6b 9 es°9 €v'9 09°9 Sv9 eS’9 gs’°9 99°9 vy 9 9E°9 Le°9 9vel
Lg°9 8L°9 LL’9 4g°9 6v-9 609 €c'9 99°9 8L°9 6V'9 9Sg°9 ce 9 8E°9 Sv6ét
cb 9 Leg e839 97'°9 9b'S 6b 9 vG'9 8o°9 ce9 Sv 9 649 919 cc 9 vrot
cv9 EL 9 6S 9 49°9 cS 9 SOS vS'9 09 °9 ty 9 ty'9 919 bo°9 il es) ever
boo cvGet
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by o9 6c °9 Leg Ov 9 SEy9 8c 9 by 9 6S °9 B8G°9 os’9 LS” ©) 19°9 9c °9 Ovét
Lco'9 gc 9 cc 9 os ’9 6E 9 9c°9 Ov’ 9 cS 9 ec 9 Ov'9 €6°S 66°S St9 vest
ty '9 cc-9 6c 9 BE 9 vS'9 Sv9 Lv9 cS°9 9b °9 vo’ 9 tpg cc 9 Lvy9 Ee6t
Ge79) 6c °9 1S°9 9¢°9 609 cE 9 ey 9 Seg et 9 ve 9 Leg ee °9 ce 9 ceo
(AS =S) GSto9 60°9 BE °9 ev 9 by 9 9b 9 C99 ve 9 ce 9 c9°9 LO0°9 LtL9 be6t
61 °9 Li 9 SO0°9 os ’9 cE 9 ce9 se'9 St9 9c°9 vO'9 El 9 cO'9 b6°S O€6l
tc 9 4o'9 cl o9 cl 9 92°9 92°9 Ec 9 tb 9 vl o9 gc °9 cE 9 919 98°GS 626+
co 9 L6°S eh og 07 9 ge'9 9E°9 Leg cb 9 LB ©) el 9 tc°9 86'S 60°9 8C6t
bE°9 oc ’9 Ge-9 ty 9 9E 9 9E°9 L¢°9 6E°9 se'9 619 to°9 eg 00°9 Lc6t
819 80°9 9E°9 to°9 9c6l

NVAW YV4aA 94d AON 190 das SNV TAR NNN AV adv dav aad Nv? davaa

(1334) 173A37 VAS NVAW Al1dV4SA GNV ATHLNOW
ML’ vb OL N6°bO Eb (HN*HLANOWSLYOd)4aW'ST ASAVAS
OL861v8 “ON NOI1Y1S
c8/91/bt 3ivd nna

70

8r'9 po9 8P'9 yS'9 Lyg9 6S'°9 6S °9 09°9 €L'9 ecg 829 cv 9 82°9 O86t
Sc’9 bE 9 [Lis 8) vo°9 9E°9 cL 9 09°9 8S 9 €9°9 89°9 879 6b 9 LESS 6264

ty 9 6&9 Ov'g9 cy 9 ve 9 cG’9 g9°9 6c 9 68°9 co°9 BL6t

IS) 18°9 SOS ys 9 18°9 £99 09°9 18°9 OL’9 cv 9 49°9 ge 9 [B72 8) LL6b
NVAW 4VaA 93d AON 190 das ONV Tne Nar AYW adv dv gad Nvt aVaA

(1334) 13A31 VAS NVAW A1YV3SA GNV AIHLNOW
ML bp OL N6° VO Eb (HN*HLNOWS1LYOd)3W°SI AaAVAS
OL86l~78 “ON NOTIVIS
TB/9L/bt diva nnd

vA

€v'8 O€'s Ges ce 8B 6S°8 Svs 9S°8 cv 8 8e°8 cvs cy 8 96 °8 09°8 9961

Ov'8 6€ 8 6b 8 6y 8 €€°8 9b °8 ev 8 oS’ 8 cv 8B vy 8 8c 8 ce 8 6c 8 G96l
6E°8 8c°8 gc 8 cS’ 8 9v- Svs 8 °8 68 °8 Ov'8 40°8 tp B 6E°8 lbs v9O6t
Le°8 vos 9L°8 vos 67 8 cv 8 8p 8 Ov's O€ 8 Ov's OE 8 00°8 Sc '8 e961
908 6y'8 9G°8 99°8 vG'8 0oc’8 ca’ 8 6b'8 vy 8 c€°8 OMS, 8c 8 4O0'8 c96l
€S°8 Lvs 98 OL’8 ocs’8 Ov's cS 8 Svs SS’8 48°8 8S °8 Ov's 8c °8 +961
oco’8 8c 8 cy 8 65°8 €G’°8 LS°8 Sc’8 OmeS S9°8 68 19°8 tL°8 8b'°8 O961
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09°8 vo °8 0S '8 99°8 3S'8 8p 8 pS 8 1o°8 9v°8 18°8 £0°6 y9°8 LL’8 8S61
LEB 90°8 co’ 8 €S'8 ves Ov's8 1S °8 9v'8 Lvs 818 8b 8 1c°8 80°8 LS6h
678 cv 8B cS 8B 9v'8 4S°8 €9°8 1S°8 SS’8 be°8 cS 8 1S°8B vo°8 99°8 9561
8r°8 Si 8 c9°8 19°8 Ges c9°8 vy 8 v9°8 vG°8 LL°8 O£€ 8 1c°8 SS°8 SS6l
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8rp'8 yey" {33 Sv 8 €€°8 vos BE 8 6E 8 €So°8 SL’°8 evs sss yeh” (3 Ov'8 cS6t
8y'8 O€ 8 os’ 8 vos Lv'B cS’ 8B 978 v9°8 49°8 Lvs v9°8 Sc 8 ce 8 bS6I
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cv 8 8C°8 Svs 6p'8 9b °8 19°8 Be 8 cbs Lvs vS'°8 Le 8 €e°8 8C°8 9v6t
€S’°8 LL°8 6L°8 1S°8 Lvs os ’8 88 p98 89°8 cy 8 80°83 6c '8 ces Gv6t
9&8 cc 8B 48°8 Svs €v'8 vos Gps S83 vo°s8 8co'8 ths Ol's 0c '8 vvel
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6€°8 9¢2°8 cb 8 €v'8 oo 8 vr 8 cv 8 €S°8 6E°8 6€°8 cv 8 ve 8B vl 8 cvel
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ves 9e°8 GC's Le°8 €€°8 vo°8 ves 6p 8 SS°8 ves 61 °8 1S’°8 St 8 Ovél
ce 8B Ges O€'8 6€°8 cv 8 Ov’ 8 6E 2 88 tv's ce 8 618 vO's Lt 8 6E6t
ces 8C°8 Gc's8 vG'8 bes tv's 8c'8 bes Ov's8 618 ce 8 6+ °8 ces BE6L
8c°8 92°8 cE 8 ce 8 ves vco'°8 cb 8B Le°8 6€°8 6c 8 90°8 Gv 8 CEL LE6t
618 O6'L Os Gc 8 908 ce 8B cv 8 Lo°8 vis 91°8 Sc'8 b+ °8 cc 8 96h
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cl 8 L0°8 60°8 Ov's 8c °8 vis ves 9€6°8 40°8 618 [LIL tt eel cO'8 vest
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cc 8 els bys 818 ves 1c°8 6c °8 vos 00°8 St 8 Gc’s vo 8 0c 8 cEeel
vos sO°s 66°L O€ 8 €€°8 Ses 9E°8 6v 8 02'8 cl 8 8S°8 SO'8 O18 beet
80°8 Gt 8 66°L osc ’8 €c 8 cc 8 61°83 co's L0°8 BBL ec6°L O6'L 98°L O€6t
60°8 40'°8 LO0°8 60°8 Ot 8 91°8 60°8 Oe '8 ceo L cv 8 bh 8 SsO'8 OL'L 6c6t
L0°8 S8°L L0°8 60°8 Le@°8 Secs 1c°8 Sc 8 0c’ 8 t6°L 00°8 OBL t6°L 8c6l
LI '8 €e°8 tc°8 9c°8 618 cc 8 vis Gc'8 1o°8 sO'8 €0°8 vo°8 O6'L Le6b
90°8 60°8 96°L Ges St 8 €c'8 bis L0°8 40°8 L6°L tE°L cc 8 [LIL © 1 976t
€0°8 40°83 10°8 60°8 8t 8 ths bts th 8 Ol's 10'°8 6L°L cel L6°L GSc6t
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APPENDIX C

FORMULA FOR CALCULATING TRENDS AND VARIABILITY

169

Slope of a least-squares line of regression:

(Zx) (zy)
=xy - —————
es n
ON ME A)
n

Where x = height of yearly mean sea level,
date, and

=<
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number of yearly mean sea-level values.

=)
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Standard Error of Slope:

Where Sy Rae Standard Error Estimate.

Standard Error of Estimate (standard deviation from line of regression):

170