101
Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves and associated bottom pressures off Point Sur, California Steele, Boyden Tracy Monterey, California. Naval Postgraduate School http://hdl.handle.net/10945/13082

Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

  • Upload
    others

  • View
    0

  • Download
    0

Embed Size (px)

Citation preview

Page 1: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

Calhoun: The NPS Institutional Archive

Theses and Dissertations Thesis Collection

1968-06

Spectral analyses of waves and associated bottom

pressures off Point Sur, California

Steele, Boyden Tracy

Monterey, California. Naval Postgraduate School

http://hdl.handle.net/10945/13082

Page 2: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 3: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 4: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 5: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 6: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

SPECTRAL ANALYSES OF WAVES AND ASSOCIATED BOTTOM PRESSURES

OFF POINT SUR 9CALIFORNIA

by

Boyden Tracy SteeleLieutenant, United States Navy

B. S., Naval Academy, 1961

Submitted in partial fulfillment of the

requirements for the degree of

MASTER OF SCIENCE IN OCEANOGRAPHY

from the

NAVAL POSTGRADUATE SCHOOLJune 1968

Page 7: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

ABSTRACT

A time series of pressure variations was obtained by digitizing

analogue records of bottom pressure, recorded at Pt. Sur, California,

during the periods November, December, and January, 1947-1948, and

June, July, and August, 1949. The power spectrum of the pressure vari-

ations was found via the amplitude spectra obtained by means of the

fast Fourier transform. This spectrum was then smoothed by averaging

over several frequency bands and confidence limits were assigned.

Surface wave power spectra were inferred from the pressure power

spectra and significant wave heights were estimated from these, after

applying a procedure designed to remove noise.

Values of significant height on the bottom and at the surface

are displayed in tabular form and plotted versus time for the selected

periods January, 1948, and August, 1949. The spectral patterns of wave

activity show the transient nature of the energy due to storm swell

and local winds.

Page 8: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

TABLE OF CONTENTS

PAGE

11

13

14

15

19

23

31

32

1 Components 33for Selected Periods

II. Graphic Display of the Spectrum for 58Selected Periods

III. Summaries of H3B and H3S 79

SECTION

I. Objectives

II. Related Work

III. Data Used in This Study

IV. Spectral Analysis

V. Performing the Analysis

VI. Discussion of Results

VII. Conclusions

Bibliography

Appendices

I. Tabular Display of Speci

Page 9: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 10: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

LIST OF ILLUSTRATIONS

FIGURE PAGE

1. B. , Representing Ae in Band Width m Af 17

2. Esterline Angus Co., Inc. Chart 4313 20

3. Steplike Approximations to the Recorded Trace 19

4. Geometric Relations for Conversion to t,R9 21

Co-ordinates

5. Comparison of Height - Period and Spectral 22Values of H3S for January, 1948

6. H3S and H3B vs. Time for January, 1948 26

7. H3S and H3B vs. Time for August, 1949 27

8. Frequency (CPS) vs. Time (Days) with Contours 28of Equal Power Density

9. Frequency (CPS) vs. Time (Days) with Contours 29of Equal Power Density

Page 11: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 12: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

Symbol

TABLE OF SYMBOLS AND ABBREVIATIONS

Definition Unit

max

t

A t

A f

E

\M

HARM

A(f.) = A.J J

f .= j Af

j

t, = k A tk

B.J

m

sCfj)

A x

A y

the maximum frequency about which the

analysis can gain information

time

sampling interval

1/ At, elementary spectral band width

energy

pressure amplitude

number of observations

IBM computer subprogram, a fast Fouriertransform

complex spectral amplitude

frequency of Fourier amplitude

time of the pressure data point

Energy in band width A f

arbitrary number of band widths

average spectral amplitude in bandwidth m A f

approximate class frequency

/o 3 m 5m m- m/2, —£— , -y, .«<>,M- —

average energy density in band widthm Af

incremental horizontal value of the

digitizer

incremental vertical value of thedigitizer

sec

.

sec.

sec.

sec.

2ft.

ft.

-1

-1

ft.

sec

sec.

ft.2

ft

-1

-1sec

.

ft. -sec

summation of the A x for the i

position in time

th

ft

ft.

ft.

Page 13: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

Symbol Definition Unit

iy. summation of the ^ y for the i ft

position in time

R radius of the ordinate on the wave ft.

record

RO measure of arc length ft.

H3B significant height of pressure amplitudesmeasured at the recorder (in this case onthe bottom)

H3S significant height of the surface waves

PCT Pacific Coast Time date/hours/minutes

2var variance ft.

N degrees of freedom

Page 14: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

ACKNOWLEDGEMENTS

The author wishes to express appreciation for the advice and

encouragement of Professor J« B. Wickham under whose direction this

study was carried out.

In addition, the author is indebted to Lieutenant Commander G. M.

Griswold, USN, and Lieutenant No L. Perkins, USN, of the Fleet

Numerical Weather Facility staff, for assistance in programming and

for suggestions which were incorporated into this study.

Appreciation is also expressed to Captain P. M. Wolff, USN,

Officer in Charge, Fleet Numerical Weather Facility, who made available

the CDC 6500 computer used in part for this study.

Page 15: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 16: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

I. Objectives

The randomness of the sea has puzzled investigators for centuries.

Before forecasts of the behavior of the sea can be made, there must

exist a more complete knowledge of the many-faceted energy relationships

between the air and the sea. Most modern authorities feel that the

true behavior of the sea can be best approximated by considering the

behavior of each of its spectral components."

In addition, with the increasing use of major structures situated

on the sea floor, it becomes more important to know about the possibil-

ity of pulsating water motions, with particular frequencies, and changes

in the magnitude of the pulsations. The knowledge of bottom pressure

activity is of extreme importance in mine warfare. In view of these

and other needs, this paper has the following objectives;

A. To display the spectral patterns of energy density of waves

and associated bottom pressures versus time for the analogue

wave records recorded at Pt. Sur, California, during the

periods:

1. November, December, and January, 1947-48, (winter), and,

2. June, July, and August, 1949, (summer),,

The spectra are to be obtained by digitizing the analogue data

and performing a spectrum analysis on the resulting time series

B. To compare the results from the summer and winter periods;

C. To provide background data for other studies, such as;

1. Consideration of effects of shoaling and refraction in

obtaining a deep water spectrum;

2. Wave energy attenuation studies;

3. Locating of sources of wave activity reaching the Pt. Sur

area; and,

11

Page 17: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

4. Examining the analysis for peculiarities such as favored

frequencies that might indicate the influence of local

topography

.

12

Page 18: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

II. Related Work

Munk, Snodgrass, and Miller (1) displayed contours of equal power

density, E(f,t) on a frequency time plot and used the spectral peaks'

arrival times to estimate distances to the areas of wave generation.

They confirmed the relationship by determining direction and distance

in a separate analysis-

The use of a digitizer to convert the analogue data of the wave

records is discussed by Moskowitz, Pierson, and Mehr (2). Their

records were part of the data used in ""the problem of developing

numerical wave forecasting procedures for the North Atlantic Ocean",

now functioning as a part of ASWEPS.

13

Page 19: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

III. Data Used in This Study

The wave pressure records used for this study were recorded by a

University of California Mark III bottom pressure recorder, anchored

on the bottom in sixty-eight feet of water, measured from MLLW. A

comprehensive discussion of bottom pressure recorders and the manner

in which they act as a low pass filter was presented by Munk (3).

The major advantage of choosing these somewhat dated records is that

they provide a long and nearly continuous history from which patterns

of wave activity may be shown. Johnson (4) has also published the re-

sults of another kind of analysis of these same records.

14

Page 20: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

IV. Spectral Analysis

A time series of pressure variations is analyzed using the fast

Fourier transform, a technique developed by Cooley and Tukey (5), in-

corporated in the IBM computer subroutine HARM to obtain the amplitude

spectrum. The Fourier amplitudes are then used to find the power spectrum

which is smoothed by averaging over several frequency bands. The entire

procedure and several associated processes have been incorporated into a

computer program written in FORTRAN IV.

A basic step in the analysis is selection of a suitable sample inter-

val. For this study the primary interest was in wind waves; and, both

theory and observation indicate that, due to filtering, very little

activity at depths of sixty-eight feet is found in waves of frequencies

-1greater than 0.25 sec. . The appropriate sampling interval for this

frequency is A t = 2 seconds, given by

1(1)max 2 At

The fast Fourier transform requires 2 (n a positive integer)

discrete data points for each analysis. With a 2-second sampling inter-

val, the largest n possible was 9 (512 data points) equivalent to 17

minutes and 4 seconds,

As a check on the spectral analysis, an independent calculation

of the total energy was made directly from the pressure amplitudes, by

N 2

E = 2 var(Ak

) = 2/N^ Afc

(2)

where, A, = pressure amplitude, and,

M = 512 is the number of observations of A, .

The Fourier series analysis, HARM, produces a complex amplitude

spectrum which represents the points of the time series by the sum of

15

Page 21: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

the same number of discrete frequencies. The complex amplitudes are

given by

512 -2irf.tA(f .) = 2 A(t, )e J

, (3)J k=l

k

where, denotes Fourier transformation,

f . = j A f is frequency, and,

t, = k At is the time of the pressure data points

The energy in each band of width A f is proportional to

2B. = AE. = 2J J

A.J

(4)

where the factor of two enters because of the symmetry of A. about

j = 256, and the total energy is proportional to

s= 2512

A.

j=l J

2?S6

= 1 B • (5)

Because the sea surface disturbance is a random variable, the

Aspectral values A(f .) are also random variables. Thus equation (3)

holds only for averaging over many realizations. The energy is also

a random variable and equations (4) and (5) are only estimates of the

respective energies. The confidence limits for these estimates can

be determined in the manner presented by Pierson and Marks (6) and

discussed here below.

The energy in each elementary band width has been determined from

only two independent bits of information, and the estimates are distri-

buted according to the ~Y' distribution with two degrees of freedom.

By averaging a number, say m, of elementary bands of width A f (see

figure 1) , one obtains an estimate of the energy which is more stable

than the estimates of the contributing narrow bands.

16

Page 22: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

B r

T

.—.*—-— * .. ,i l ! I .mi.I —i—

X

— ... .... 1ii.» i,- M»l

BjH-1 Bj+3 Bjt5 Bj+7 B^ t ^B^-f Bj+2 Bj+4- Bjt£ E^t 8

j^+m/2 m 3 m 5 m1/m ^ B 2' 2 ' 2 ' '"

2j-l-m/2+1 J

.M- 5

Figure 1. B. , representing A E in band width m Af

2These estimates have a Xi distribution with 2m degrees of freedom.

Confidence limits may be assigned utilizing this distribution of B .

Band averaging was done over 10 and 16 B. The total energy per band

of width m A f was computed by

AE(fx)

j-l+m/21/m 2 B;

j-l-m/2+1m 5"j (6)

where, f. is considered the center frequency of the band, and,

m - number of bands.

The cumulative energy was obtained by summing over m bands,

M - m/i M - MA

E - ]>AE(f ) - ^B . (7)

The average energy density in the pressure variation in the band

width m A f was defined as

S^) a AECf^/m Af, (8)

The average energy density at the surface was then determined by

8§(£

1) - SCf^/r, (9)

where K is the well known pressure response factor,

1K

cosh 2 XT d/L ' (10)

17

Page 23: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

where, d = depth of water (meter assumed on sea floor),

and,

L = wave length at the depth d.

18

Page 24: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

V. Performing the Analysis

The wave records used in this project were analogue records of

pressure variations recorded on Esterline Angus Co., Inc. chart 4313,

shown in figure 2, which has curvilinear co-ordinates (t,R9). The

records were digitized using the Calma Co. model 480 digitizer, which

recorded incremental pairs, in the order, Ax and Ay (of the cartesian

co-ordinates of the pressure curves), every .01 inch of stylus travel.

This resulted in the wave form being approximated by a step - function,

as shown in figure 3, with a secondary wave form including very high

frequency energy being superimposed on the i ecorded wave form. This

is a source of error and will be discussed further in section VI.

Figure 3. Steplike approximation to the recorded trace.

The digitizer recorded incremental values and it was therefore

necessary to form the cartesian co-ordinates by summation within the

computer. These cartesian co-ordinates were then converted to the ap-

proximately correct t,R9 co-ordinates by employing geometric relation-

ships.

Computation of the correct value of t. (the time axis) was critical

to the conversion. On the time scale, 0.1 inch of record was equivalent

to the sample interval of 2_seconds. The summation of Ax, x , repre-i

senting the horizontal travel, was converted to the t,R0 co-ordinates

-L2.

Page 25: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

kDE nusa the Esterline-Angus Co., Inc.,

CO

FIGURE 2. ESTERLINE ANGUS CO., INC. CHART 4313

20

Page 26: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

by,

t . = x . + R - V R2

- y2

i i *Jx

(11)

where, x. is the time scale in equally spaced increments of

At on the cartesian scale,

y. is the ordinate on the cartesian scale,1

t. is the time in t,R9 co-ordinates, and,1

R is the constant radius for arcs of constant t .

These are shown in figure 4.

• Y = f(RG)

0. = tan"1

yj \jR2

- y2

(12)

Figure 4. Geometric relations for conversion to t,R0co-ordinates

Because 2-second intervals read by the digitizer on the rectangular

co-ordinates do not in general correspond to the same interval in curvi-

linear co-ordinates, the following scheme was used to approximate even

time steps. The cartesian amplitudes used to form the time series were

extracted from the record when the value of t exceeded or closely ap-l

proximated a separately incremented test value which represented the

true position in time; i.e.,

21

Page 27: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

if t - test or if test - t - .001, then

y. = y.

where, i is the position in the record, and,

j is the position in the time series.

The cartesian amplitudes were then converted to arc length measured

in scale units; by

y = R9 (13)

The value of R used in these calculations was determined by graphi-

cal construction. By repeated measurement, with the digitizer, the

radius was determined to be 4.36 + .02 inches or approximately 490 scale

units.

22

Page 28: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

VI. Discussion of Results

One feature of the surface spectra was the characteristic "rapid

increase in the high frequencies due to the presence of noise ..."

as described by Moskowitz, et. al. (2). As indicated in section V,

the digitizing procedure superimposed a very high frequency waveform

on the recorded trace, the energy being aliased eventually into the

frequencies used in the analysis.

An effort was made to estimate the contribution of this to the

total energy. The maximum reading error of the digitizer was .01

inch on the recording or .0167 feet in the pressure amplitude. As-

suming that the errors have a uniform distribution (where each event

is equally likely) between zero and 0.0167 and that the errors in ampli-

tude are not correlated with the amplitudes themselves, the contribution

of noise due to digitizing appears to be less than one per cent, usually

much less. However, even a small amount of noise is critical at the

higher frequencies, since the energy there is also very small. Moreover,

there was considerable additional noise not associated with digitizing

as spectral results of non-digitized data also displayed the rise in

high frequencies.

In the absence of more precise information about the total noise

contribution, it was assumed that most of the energy appearing in the

spectra at frequencies greater than 0.18 sec. was noise. Much of

this was then arbitrarily removed in a manner analogous to that employed

by Moskowitz et. al. (2), wherein it was assumed that after aliasing

and smoothing over a number of spectral bands, the noise was white. The

resultant determination of noise was subtracted from all spectral bands

thus giving spectra with reasonable energy in the higher frequencies.

23

Page 29: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

All values above 0.25 sec.' indicated on computer printouts are beyond

the range of the sampling interval and are spurious.

The total energy computed by the sum of the Fourier amplitudes

agreed well with that found from the variance of the pressure amplitudes.

The results of band averaging over 16 and 10 elementary band widths were

essentially the same (in part due to the smoothing to eliminate noise);

however, the greater detail expected from averaging over fewer bands was

not entirely lost as can be seen from the selected samples in Appendices

I and II.

The corrected values of bottom pressure spectra and inferred surface

spectra were used to calculate the respective significant heights. The

significant heights at the surface, for the month of January, 1948, are

compared with values obtained by Johnson (4) in figure 5. Figures 6

and 7 show values of significant height on the bottom and at the surface

plotted versus time for the selected periods January, 1948, and August,

1949. A tabular display of significant heights for all periods of this

investigation are presented in Appendix III.

An attempt was made to determine distance to the generating area of

the swell by observing the time lags between spectral peaks of increas-

ing frequency, as done by Munk et. al. (1). Figures 8 and 9 are contours

of equal power density, drawn for the characteristic of the logarithm

of the spectral component of energy density (N = 32) at the surface.

The very steep slopes are indicative of a relatively close storm area.

This would be expected for the winter months. The summer months show

no significant patterns either, perhaps due to the smoothing. In Munk's

investigation a much more sensitive pressure recorder was used (vibra-

tron developed by F. E. Snodgrass) . The great amount of correlated

24

Page 30: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

?5

Page 31: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

5 10 (5 20

TIME IN DAYS

FIGURE 6 H3S AND H3B VS. T I ME F0 R JANUARY, |94$

26

Page 32: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

HE

I

GHT

N

FEET

15 20TIME IN DAYS

25

FIGURE 7. H3SANDH3B VS. TIME FOR AUGUST, 1949

27

Page 33: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

ooooo

22 22 2 2

18 20 25JULY

JO 04 09 14

AUGUST24 29 31

FIGURE 8. FREQUENCY (CPS) VS, TIMECDAYS) WITH CONTOURS OF EQUAL POWER DENSITY

NUMBERS ON CONTOURS ARE CHARACTERISTICS OF LN |Q S(f^

?R

Page 34: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

.21 I

,227j~

.24 2 i-

-1 -1°-i?0

3 32 23 3 3 33 3332 2

22 24 24

DECEMBER03 08 3 I 8

JANUARY23 28

FiGURE 9. FREQUENCY (£PS) VS. HMECDAYS) WIT H CONTOURS OF EQUAL POWER DENS|

i y

NUT/3ERS ON CONTOURS ARE CHARACTERISTICS OF LN)0 S(f.).

20

Page 35: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

detail upon which Munk's hypothesis was based occurred between 0.40

and 0.80 sec. " and therefore is beyond the range of this analysis.

The ambiguity might be cleared up by more frequent analyses, say 12

or 6 hours apart vice 24.

30

Page 36: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

VII. Conclusions and Recommendations

Intensity peaks in the summer and the winter occur about a week

apart. The surface values of significant height in winter are about

twice those of the summer period. The bottom ratios are much smaller.

This difference is due to the different distribution of the energy with

respect to frequency between winter and summer. There seems to be a

preferred band of frequencies about 0.08 sec. for the winter. No

similar characteristic appears for the summer months.

Further investigations to determine distance to the generating

area should be conducted with a more sensitive digitizing instrument

located at a shallower depth with analyses more often than daily. These

procedures would tend to eliminate the high frequency noise.

31

Page 37: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

BIBLIOGRAPHY

1. . Ocean Wave Spectra . Englewood Cliffs, New Jersey,:

Prentice - Hall, Inc., 1963, pp. 158 - 160.

2. Moskowitz, L. , W. J. Pierson, Jr., and E. Mehr. Wave SpectraEstimated from Wave Records Obtained by the OWS WEATHER EXPLORERand the OWS WEATHER REPORTER (I) and (II) . New York UniversityTechnical Report under Contr. N61206 - 1042, School of Engineer-ing and Science, Research Division, 1962, 1963, 1965.

3. Munk, W. H. Ocean Waves as a Meteorological Tool, Compendium of

Meteorology , 1952, pp. 1090 - 1100.

4. Johnson, J. W. Wave Records of the Pacific Coast. Institute ofEngineering Research , University of California , Series 14, Issue

4, September, 1950.

5. Cooley, J. W. , and J. W. Tukey. An Algorithm for the MachineCalculation of Complex Fourier Series, Mathematics of

Computations , Vol. 19, p. 297, April, 1965.

6. Pierson, J. W. , Jr.. and W. Marks. The Power Spectrum Analysisof Ocean -Wave Records. Transactions , American Geophysical Union ,

vol. 33, No. 6, December, 1952.

7. Tukey, J. W. , and R. W. Hamming. Measuring Noise Color 1. MurrayHill, New Jersey: Bell Telephone Laboratories, 1949.

8. Jenkins, G. M. General Considerations in the Analysis of Spectra.Technometrics , Vol. 3, No. 2, pp. 133 - 166, 1961.

9. Weigel, R. L. Oceanographic Engineering . Englewood Cliffs, NewJersey: Prentice Hall, 1964.

10. Kinsman, B. Wind Waves . Englewood Cliffs, New Jersey: PrenticeHall, 1965.

11. Blackman, R. B. , and J. W. Tukey. The Measurement of Power Spectra .

New York: Dover Publications, 1958.

32

Page 38: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

APPENDIX I

TABULAR DISPLAY OF SPECTRAL COMPONENTS FOR SELECTED INTERVALS

33

Page 39: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

_ o m ao •o * r> m 00 rr> rv p- o cp oo >o —i o o pi •-<

u o <o o m *-H e-l r> rg -4 i—) p- p- cp cp rg (M p- rg cp r—

t

LU c m <r a fSJ <f> in m —

*

>t f> .—

<

a fO cp m a * m U'

«/) o •c fr r- (VJ m t-4 m •* 00 rg eg a p- r- o p» -j •* ow o •o <r m rg <o •£> (^ cp <£ m in cp o f\ cp 0D p- cp f\l

o o cp or <NJ m <* m <VJ m cp •a —4 >* f~* rg P- m in 00

c o <C IT f\j Pll <c ou in in p- o in r-4 r- •* *4 00 -0 >r (Vj

c00 (M in oo -* 1-4 cr ao t- *o >o in m «» * J" m m fi m

a eg >» fSI r-t --> ^4 <

OLL,

l/l

ol/l in*- au. 0^1

-* a

i*> >o in

m rg m cp

3 •-" O

1—

»

•o o «_ vOvf r-i -t o |\j

o f—l in p- piCP P- m c Or- <» m inrg •V CO rr> o

en rg in rg rg P-o P- P- e~i ao p-

e> o P- O rg m—

<

in o O ao p-

.-g O rg in O *ao P~ «c in in m

o

O •-< rg m cp eg o

IT. t-i CM-» CP ^m rd CI00 pg in

<r> pi -1-

O pg o-

in in rr,

u1-1

a

o -< —i rg ^ ro o

w p- CO

o o>- i-o a>- p- ^i~ *4 O

o -< m

rri ^^ p-N »-t

p- rg >r ao rg m cr

<f t-4 c. a rg «* -0

-c o CC rg p- o in

^ >0 -* gs »H ao oB> ^ o pi CO rg oPi in fs, t—

i

o o oO o O o o o <-J

o o o o o

o

0- p- g3 pg o o o- g? o *-*

-0 o rri ro p- p- p- >J- p-l Uim m <o •—i in m in p- a £p- «—

i

PA J- >t >»• -i- «« » Ca o> & CP o- CP a> o> tp O-

o c o o o o o o o Oa o c- o o o o o o o

oIS)

oo rg oa> m «

rn _4

<f ~C

O co <_

l^ o

<. ^-" co

— LI^ .—I .—

I

fp, m o> rO of—i ^-t «*• * o<r rg o O C)e o o o oc o o u wo o O o o

oo

— rg

o o

m m in m

rg rr> in

in in in mp- rg p- rg p- rg p- rg p- rg r~

p-l o co ^H rri O oo wl p-i -c co^f o -p f^ CP in —

'

00 ~»- o -Oa >* CT in O ~o rg p- p-i CP <t

<r c P~ a rH rg >* in p- 00 org rg rg rg rg rg m

O O O O O O O

34

Page 40: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

ft —t -4

— OD <o m —

.

o r» CM —

<

^4u (T 43 a J"in <r O e'- ~*•_ a- 4) er h-

o> 43 IT ma r- cm a CM

* 00 o a-

a. a <o j rv

*4 m -

r\j f^ pH am CM cc •c

gl- «o IT <tee co o o-<••• co f- a_>

IT. m o h-r» %o c> r-

in a; h43

o43

o

•J

o43o43

o

a j p-c -<

n m »<J- —i eg t-a

H Ifl Nu\ m inN (D K\ N

o p» r r- f\j o of—

<

c. <_> <c w* •o oM o- »4 •* 0- 00 Irf-i r- .—

<

•* U"> <o .—

<

m cm ,_ f- a IT vf

C •© lf> in r«- —

i

43

0" f- IP co <•* © CC

- 43 o -«CM m* N

•-4 in43 en

ro r-

om inro CM

cm co in ro c\i o(M ,-4 ,-4 -4 •-> •-!

in in m

a. cm cm cm in s *-< .—

i

<r- r» r-- <f _ CM 4 >! o o CM r- 00 in t>- r- h- r>,

O CM r- CO -0 r» CD CO t-> m O r- o -0 co o «o ro

,_< 43 CM •* o- co -o CM CO o CM CO •» .—

<

•c r- in OIT CM or •4" ec p-4 CO O p-4 oo a or. o CO CM —

*

r» 43

a CO cc r- «-4 fM •c CO o- o CM r- <* r» m CO a rvr-s CM •43 •* f-* o- r- CO CM CO o •o o ** o> co oc C-

o <J o o o e.- --> #-4 •o CM o o •o m CO m 4 <Nj

p4 m Sin o r-j

JD 00 <f

m -c CL>

Cj tr or

O fM O or

O oo CM -o

4 K oOOC»»-tf\l«-HO'*>»-«fr, 0000

•-« *^ OD

1

oK c- u\

U. cr co*- «—i c

rr •*

V m -J

1— o or•— CM O

ao >h irt -H ^e CO cr r- H CM r- cn CM o cr r^ o CM CO <*• r- O 4 •-<

a r- CM co ro 00 ~t m O <t in oc o 4 r- o co oc f- a•t 0- .» -* o rM o r~ m CO O —

'

<o 0> o CO oo CO w4 r>m -o r- -0 f-l J- 41 r- ao CO -c vO r- m «t oc CO •* o oCO CM i— CO (M O CM C^i CM •c —

!

•4- in CM o ~-t l_l c o oO o c_ c o o O U o o o O o o o o o o o c

^-1 X ~t r-

—i r-. 0> CO

o o o oo o o o

l_>

_ — ^

in in in

i-i in ro r^* o- f" in

h- <o h in co

O >o in cm in co cm in

o o in o r~ in CM an CO cr- in o- h- f~l m m in m m in t- o CO oo> ^H r-« >* r>- o r- cc CO oc —* .—

t

co -t 4 >» •4- •* >t 4- >f >»• in ^;IT £> -A) o -c r^ t^ r>- co CO o- o 0> o 0> o> o< a- o c> o a c* aO <> o c- o o o O o o o c o tj o o C o o o o o o Oo o o I > o o o O O o o o o o o o o o o o o o o o

CM CO fM —>

CO 4 CO 4 r- rM 4 r~ ,-i in CO •o CO in a r~ (T

c in r~i 4 CO a r^ CM ~~* CM CO m oo r- CM ^4 oir o -t IT 43 p^ •o -O in 4T m •*• r- co * o orO CM o CM CO CM o — -«• m OJ o •-4 o O u oO O o O O O © © o o o o © o o o oU o o o \-* O o O o o o o c_> *—

'

o o oo O o o o o o o o o o o o o o o o

w rv*~* f*- r^^ O L^

M (C «t HO IT *-4

^*o r\j on ^ ^« r^ f\l cr st •-*

<0 sT ^ ^vt -t >» f^^^ ini m sj-

o o o c

^^ rg po

u> ro O CD 43 rO •-* CO o 4 ^H O f^ 4 CM r> f^r-vl CM CM f-4 ^4 —

<

r-4 o o O © 0> o <7> CJ- o CC

o —

<

CM CO 4 in 43 r- Q0 a oCM

OCM CM

CMCM

roCM

4CM rg

o o o o o

on ao oo r>- r^43 h- ao a- oCM cm cm cm co

O O

CMCMCMCMCMCMCMCMCMrOfO

35

Page 41: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

Qni-i CC fM

I\J *C m m f-4

ff| f-4 f>

CD <M mIP N M O

fi (M p- O o> ac n0 H o ij r<"

—< ,_-, r- r- o- cr fM rsi r- fM—j «* ei .—

.

rr pr> cr rri on •*• If

vr 00 CM fM cr- r- r- O p- f-4 s)

a «0 in m o fP> cr ao h- a-

rj fl <r o •-• •*• -J fM r- m in

IT » o IT •-4 p- <* •-4 er> sO >f

Ifl «0 «f Hrs, —i t-i •-•

fr> f^ ro f^

in

I

rjr- r- pn r- r i a. rn O (N. p- >0 o pm ^ o s) o o

m rr (M cr O p- rr pn a m o p- o f- O fM <o in o CJ

r- CM >0 o M"> a r\j —

4

m 4- (M 00 fM f* fM o om ^ <T -n in o r- fM f-. in o .<• i—t O ~D 4- o o o

in co P<1 in -t O PM r- ,—1 co o r- ffl %o V oo --< h- m m in <* --4 r- OC cr CO Ul o fM r- in (SJ

~J- m in f-4 *0 o o -o 0* cr m -0 c> ff| <o CO •-4 r- H

rn cc >t rvi P- l«- -t r~ —

<

>o an o >£> -O ~t CT- m in

pn f-i pn in * r\i

—4fM m fM

fMo •O

inam

•*•

ocr

CO

O

f fM _ in o cc r<i o> f- fM a< a fM r-t r- fM ~* >o rM Or co co o fM or ~n rr fM •C m ^-f O m fM r- a> 0> fM ao

-4 >J CM •D £ >< CO o or o co fM fM *-4 fM ^-* r- o- r- ^H

^ >f) •D —

i

o c r- o .—

<

in m in f> in o in •t pfi or

CO ^3 O o ** fM ro oo f-« •o o O o •* >* in m fn m -r a or in a fl r- in r- r~ o f> o —4 m o «—

4

in

m a cr a in co »*• r- i> fM au H co CO M o o o in eg

m .—I .-i ^ •-• fsi

u_ r-> vt c> -n ~r fM o o Pvl r<> oo o * pfl >* or MT> •* CO PM««. in -0 -t a * fM r- o- cr ^-4 vt cr A OJ o en 00 >t in f-i

O * r\j •o PT! pn p- >t <nj <o O o f-4 o*> o r-i in >t •c r«>

LU pn m r*^ m »-4 -1- p- 00 -* ff C\| fM P- r- m in o t—

:

«-H ^^

3 cr rfi in f-4 rr\ x\ >o m CO -4- •^ cc o ro * *> p- P- in a_1 r-t vl- o -0 PT| a «-4 >! -H oo ^H >r •c r- p- r- r- P- oo cc

<>

5

m £ r- oo Cr a o o •-4 —* fM fM (SI fM og PM fM fM PM r\l

c O - a O o

in <-• ao (\j c\ m or, ^) co s— o -* r- .* o cr sf P- p- pn * o o p- o ,-4 ^ oc (M >e_J r^i o cr fM in p-j pn o m in PM o in o m PM m o O o>< O" ^^ «-4 s0 ^4 O i^ p- * j) 0> -*• oj m <M f> rj o or rn> r-4 fM « ir. r- -£> iM rM r- •o IM pr, t—4 t—4 o o «^ l-» ^ w-c

IT. i—4 o "^ o O O O O o o o o o o O o o a O

w Pvl

m m in in

-^pnsf)CCp-4m^)cCfHPAT <* o >0f- pn a f

o (M m in

a O o O

in in in

.0 or fM inO s0 w, 0>o- a> m o<J r» 0-

oo f-4 pn J3 T)

O •ccr -J

cc oPM PM PM PM PM fM

O O O O O O

co a- o t-4

36

Page 42: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

„ OD <o IT —i cm co CM r- ^ a g)- gr ^» •-^ cr o «t o ir\ r- o r^ CO r- im a o r- co r- —i ir

i_> r^ CM 4—1 ,_ >» a- m CM OD •c o r- a m 00 1-4 O OD 4 4-4 —> o o •o 4-4 -o o m rg m -o r,

LU ID gl cr •* in r- •t CO in •t 00 4 cr 00 >o in J> IM CO or IM cr 4-4 •4- o CO m co 00 oo f cr

to o> vO cr ^-< m —

<

a co o o- CO co —* o •*• o «»• 4-4 cm *M f~ 4-4 <t in J- 4-4 •c O •4 ro r-

w cr >0 cr r- IT a' co co r- <c rg <* •—• m cm <o •o 4-4 m 4-4 in f\J W** r- a m 4 CO <M 9-* r- Oit <C! in in ir —

«

m in •* r- in o a CO •o o o m co m cr •o in m r- •-4 •c CM cr p- in in

o r- IM cr CM r- n r- g? o t~ r- a ** m O g? eg 00 m fM cr r- in co ""* o or> r- m gr co no

.*• a o o rg a> in co cm o > OD or l* (*• •C <o m m m •» * •» •4- •* * ro CO ro CO co r~

(X o <c gr im IN) 4-4 — •-4 •H -4

ou.

Org -! m

H IM Ch- CO a- <er«- m o <r

a. -t o cou- r-i o- r\j

o a- ro >»

<f r- CO mo

9* •*

O «M fit CM~j rr, in CM

cm in co

cm m 9-<

t* f> r- •C 9-4

in d h- C o-

o m o CO cr

(NJ gj a' O •C9-i a- •* in 4a. rg h- h- a

cr* _i O CO 6in g)- CO m a

-o rg incc o

o- m ciCO <c •*

o •» r-CM h- o-

c> c- <f

<r o or<-> 4 <»

•J

(M

c o rg oo O c cm o in or- in ~o m

CO IT. IT

-t CM h- f-l cr

<t in —* •0 c>-

•* t—

i

rg o> gjCO CM -0 o

I

O

— <o

CO 9* CM 00

CM 9-t CO

<-i rg •- in rg co coin CO in o •O t~ o co •c CM w4 r- co CM ,—

.

CO * o- ~J-

>* CO o hr- CO rg ff> a- CO a CM •o h- <*• in O in Cf <»

o- 00 f-H ef! CO rg sO -^ co o r~ co u^ o CO K f- u<r CM CT- m a- CO CM in f-i (M CM in •f i^ CO 9M f- ff! CMU 1 gj gj r- a- ct g) •-i o «t CO r- O in o gj- r~ o inc>0.-«ocorgcoo cc in cm O O

•-< in coin rg cc

•o 9-* co

in h h

r— ^HifrocogJinroCM (M -• it^<C9-l\rT~-*9M9-99*

>~t 9-i g? coCO CO o-

-i rr> r^ CO in Jf * CO in —1 g? gs r^ © gj g-

t~- <i m o rg o- a 1-4 co r- O CO CO «-4 g? oo f in CO <r -4 in CO a O m (-4 CM -4- 0- ar~ —

i

*

4-4 •-4 co &• m o CM r~ r*» o ff rg CM9~t CM ro -*• •-4 rg •t CO o CO o C a CO g; gj

a —t >t -» o •4- CO o CO «* in g) <J r- r- r~c_ o O o —

*

t-4 9M CM CM CM rg rg rg rg rg CM

r*- r*- sT ir o -^ r<«

ir> ir. 1-4 ig\ ro m r*-

tf\ it «t m !© n rg—< m -^

f\j Osi rvj f\i f\i rsj (\j

m ir rg

t—* CC 00 If*

r- CI g; >» o r- -o CM <fCM gr 1-4 * o cr o •a r-4

IT cr CT ~> 4-4 © r- —4 r\J

-4^ •J *4 9-4 CI u m * «t<-> O o •~l o u o c O

co co %* in cm

4-i m in —iLP m ,-1 4-4 min cr CO cr COCC ro co vf Mi_' o l_) o oo O O o o

cr cc go

ao

gj co (m

—I o o

o CC <f 4-4 r~ r>- o g? cv CO gc 4-4 c- rr> cr g> ni 00 -t — r- 4*S o -o CM OD «t 4-4 i^-— CM CO -r cr in n gj CM r- CO a -f CD in 4-4 r~ CM CO gc cr in o •O CM r- fO cr g-

CC J- 4-4 r- -*• 4-4 i>>- gf o r- CO O r- CO o •o CO cr -0 rg o g> CM cr in rg cr m> CO c -«• 4-4 cr r>- 4 CM o r» in CO O CO g> CO 4-4 CO •o gf 4-1 cr f- gf CM O r- mo * * •* -r CO CO m CO CO rg rg rg CM —4 4-4 —

'

9M o o o o cr cr cr cr cr co CO2- o 4-4 CM CO * m -C r- OC' a O 4-4 CM CO -»• m •a l«" CO cr o o 4-4 CM co -t m s0

LLI o o o O O CJ o o o o rg rg CM CM rg CM CM INJ

ic » v3

CO O co

cm cm rg

o o o o

O 9-i cm co

rj rg rg rg CM rg cm cm <MO -4CO ro

37

Page 43: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

_ O IT oc g? «* c HI

© o -0 o in r- c*i 1*1

UJ o m a o IV <C in

t/> o <o a f- cm ci *•*

w u •c o m CM <o -0

o >c 0> GO <VJ m •J-

o o •r IT pg cm <o co

cc pg in or «* *-• aa. cg «* CM »-i ~* f-4

f-4 »-l Is-

a CC

<r aa r^a r-

o•—

<

•*•

eg CM P- <M C •"^ IH Ol • Ift IA

gj- .4- c*i ci n co

>- CO CM

— a? >o

cm cm in d -C

© o fi <-i nj

cm oo m gj —i

it eo in in

«-i o mCM .-I .-i

o in a ~*CM CM V -ta o r- >*

•c 0- m ao o o CO •-*

-

^ (\j rvj

in m an in it4J f\j r-^ r- ^-4

^ h it r«

U> iT\ <\i

.-( ^H O

CO © ao >» (M-0 o mo o oo o oc_> o o

— m •-«iro^.-tcrcr>r— ^romrg-J a CM o *l (V CM (*! (*! g> <f -r

r^ © CM 1*1 r<" (*1 m C*1 (*1 m frl mCM (*! ro (*1 rr\ CO f*l (*l m f*i f\ Cl

* * J- <*• -t -J- gj- >!• -*• «* <t <(

C o © o © o o U O © O oo o o

r- ^t J- -—

*

-I ri cme eo o o> c if irfT| CM <*1 -t o r^ a?

e o «r -H rv cv oo u o m o o oo o o O o o o

O) O1 (M a -t a- © oc o3 o © © oO o © o uo o o o co o © o ©o © o o o o © o

o o o

f\J

pg m C> CD «r o© P- r*l

? O cm mUJ

Oo © oo © ©

GO »-t ro g3 CO ^^

in .-< f- r\i oo

a o —< i*i *

© —i —i —i —

i

in in in in

eo #—

i

r^ c^-* 00 ^r or\j r^ ro o-<r in r- cr

r>J (M og rg rg (m fi

o o u o o o o

38

Page 44: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

in pri eg rn

f> i-l m *-'

o r- in ooi. u" u~ —

rg t^ *-* ^ <»• •* -4 o r> •*

in cm OD -o <_ p» a in a ^-< 1_>

<t r* m J or <t tr OP <0 IT g3

or i^ o a n m a ^« o •* om *»< p- au Pg «t f-4 IT pg <o >o

IT u\ gj- p- m o a- ao <o o or- o o r- p- a ~* m u •c fM

or * —

i

.

cm m oo pg-r .-i <m ,-i

-• m f*in fn in

o p- f p- (V o o p- r> p- ^ u~^ o o >0 •—

<

o o ir pg m -o mIN/ a •-g * (T on in m oo or p- o.-* p- .-« •* m <o r-t ~o O- »-• fO p-

IT pg •-* r- a V •t p. (M *g p- oo- >c m m r» ^* o (SI o> p- in I/.

p- in m —4 c oo p- m -» l»> nj

in in in

N (M H rt

inj p~i p- CN c in _, O p- p- p- f- o oo ,_, *-* o m C' oO 0* >c CO m 00 <o a <r pg m a a r-- f 00 O p-t vC ro

h> or p- IT vl or gi- w-4 0> g» »g o ^ r»i *> f4 fM or • r^ >t

i j O © _ p- ,- gs p- m •* r^ oo <M >» ir, O in p4 <r n-' rg

fN. a- ,-, m m o> rg t-H f-H CO a, 00 or r»l l*> o •o m o m inJ — — m *-* c u c> f> o <C p- cr CT> IM •o w~i o 00 ro in

o o o O r -t a m (Nl «* IN -« •^ O •* -i o -^ o o c O -C o -o

r-•ooa•om

C) 1-4 orvi cm o c o c- o o © o

O <C ro inr\i i<i or f\j

0^ i*> u- meo m «< oO »-i oo or- ~J- -i ~>o o (. o

m m rn

m m >.~4 »* O O

(_, CD •*

o o o o

o <c oin >» aa o f~* o oo o oo o c

oOC'o

C' o o© o cl_> o -. — l_. o o o o o o

u_ t> *r o^ *** or o— o «»• — o- o c

m m r^ cm r\i <Mu_ f..^- rr, nJ r- •-*

- Cl »4 >4 aH v« •«

in _4 —

-

I H IT H^ -I ^

cu C

r~****irMf-«^4i\j>£Nt-*'t*ry-oananorcccn^-mrMO #-lf-•oc^mf , rofMfM^^#-*«M«-i#-*

H N (VI

J- >t r-j c co i^ IN r^ mr^. ro f! f^ ro-f -t J- J- J-

a C o O o

i"*> f** ^ f^ f*"> r*^

H"l r*> fif^ f*\ fO f^l rO

o

ff> f^\ r€\

o o o o o o o o o o o o o o

<0 f. c a (P m r- rr <0 © a X * r^ CT o w4 in r- in ar^ f^ X o X (S. r- rv * o f t-t a i fM X o f, <r COO r*- T a- a r- r^ H o >»> -t r^ o fT- CO r~ —

4

o o o o-J -* o fM fT -t or f- o -» r- m r^ o o O o o o o oc © o O rM ^) j; —

1

*-* —I r> o O o o O o o o o oo o u bi o <~* *-t o o <-l o u O o U o u u o o oCi o o o o O o o © o o c o o O o o u o o a o o o o o

oo©ooo© o

o o o © o o

f» m of- .» —-r ro mro sj- in3 O OO O C

fM no ^ ^^

fM rg fM fM ~* ^h

a fM OP >»• t—

<

r- m o> g? *M eo «t •-• r-^^ h- fM 00 sT O" m ^^ gi (M r^ fl CP to <c fl cr g? fM o> -0 fM O- m fM a> in

•a m t-l eg -o ^ —

<

f> r- •* fM O r- in^-» -h ^H o o O © 0> o- fj- CT> o- 00 X-t in <o r- m CT- o o ^^ fM r^ -t in -0

fM (Nl rsj fM fM fM fM INI

x in ^g

fM fM fM f^

x rr- o «~i fM mfMfMfMfMfMfMfMfMfM

39

Page 45: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

•M O IT a >r «* o fO co r>

u c -c o in t-t m pe Cg .-.

UJ o m o o (V •0 in en ft

i/"> o gj o r^ eg p-\ ft m 4w o * ry in eg -o •O f. O

c g; a co C\J en *t en r\i

c o -o in (M eg g3 CO in in

<r»— cc r\i in ou <r f-H <7> CO r-

a eg -J (NJ «-i ft ^

ft —1 r- r~_ ^j i^ -j

O M IM

a cr •0 — -n mo> Ce eg CNJ f- eg 0>

a m 0> m 00 <* ma r- r- O r- —t 40- O en 0- co r- a_H * f* pg r- in in

~* h- gr .— cc J-

ITN IT sfr -t ^ r<^ m ro

(\J <\J •-«

in <c >*• ftpn CO o> in a4 P- •0 inin >0 <M 0sf 4 CC a-

-J- O- a r- csO O r- PO r-

n vO in meg f* (N)

—I —I eg r\i •4

ft gOft in

O -t

» m

so o a000a- in oen <\j in

M « CI

t- oouo>C"-'<x.W> t-i

O r- eo i\j m cm ec< coeg o in eg u

— co co c- in r-l (M •-• 4-

ir <oen en^< re.

D 0» eg in in g- a- l\! >» ~t in CO en rn CO f-H —

<

cr rr

e. O ft i\j -t fV 0- O Of in (M -0 -* re in O O ^-< <r"J * ** en cc g? o in --w r-t in en ft •—1 «—

<

1

r>- r*- a- r- in g} -0 r- 1—1 »-» a ft -c »• •* .-4 t-H O O a (Tl

f> P^i o^

>0 00 f>4

o- in —

1

o O eg ft<r •-! ^-1 co

<M og rg rg

<\i M <r .* ortr\ r^ cy> pg ogrg eg •-( st t-(

in m .-1 f\ -n -r

<f 43 co cc ao o>-0 £ gD gr -0

1M eg eg eg eg ixi

O IT t> MITS m IT\

rO O ~*

—< r«l »-t

an 00 -1- a- f.in Cg O CG

p«j CO r^ ,—

<

inCC <r f^ CO ^-h

-c- J3 ^j p4 OO l_>

O O

o^ rvj h-o -* -»•-4 <-4 -O

lf» l/> lf\ If. U"*

V t) •f

r- rr\ a-? eg mu_ O ca OajOf

in —1 coft t- eg

en go CO ^-. rf\

<f O go p^ crX »r a> in< ~o r^ 0- 1—

i

<r 1-1 m

fNJ f\J (\J (\J M (\J

40

Page 46: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

u. er •cVI a 6V o'- -r

er «Cn

r~ <NJ

if f- M m N»4 1-4 ^ C U>

p4 m p4 cb f*i

-—

1

a * v> v» •-» o- o * o rr

a •li o r- 0- m 00 P-4 o a -r

i/\ .» CO <f 0- «r <n IT <* CM mo en en a 4-4 o >r o J —i

f~ a cm -1 i-* in CM -c •c *-* IT

J r- if* o o> co •o o o ir> CI

o r- c- o- f-^ ITt o J CM tL l/N

—. CM —I

Of-enr"-eMC>©r-cnCMO-t-t^tcrorjincnco

r^«-i<tin<i>r4<oo»mcM^r-cm^-cnCMa- -o m u • e- —< vc cm o-O r-men,-i©ccr>-m

m ./j en

h- m in

, _ _, _ o> oo on in in m m CA <*"!

<_> r-> —I

sT in cnO f- <om r- •*

U. (\J fV. -O H (VJ

*- ^-. f\j ^-t r- r-«

CI r- (J -j- CO <c cn <c cm en m CM en r- »—

<

CM a< o<c or (T ,.4 00 •-4 a *4 m u CO m IM CM CM O o cft\ >» a: < 1 r— en o in m -0 C- «m en «0 IT m «* -t

•J ^4 _ r- o l

)

0- <o m o >* r- %f CO tr r- e- -r

(Ni CM J vf> «* >o u ,-H <o * <C r- r- 0< a o r- 0L

CM CO a ~0 en o CM l-l 4) CM •* IN r*- •* ~-t a- m mt«1 en in en en ~-t <C en K in O e> r» 00 •* O (7

.—

<

r-4 o r> f—

1

r- o o * —

i

an r- m m CM IM _. cr

»-l CM — CM cm CM o> *> CM a *-* o

O •-• r-l

(\l o o^-< o Orn o oO o ITr- o r\J

u- m *-^

CT <M XO f~ OINI o ^o ir> -ro >e o

m (M.—i r

O rg o r*-H N (\| H

CT r-i in; (\|

m r\i rvj oo

f» st r* •-• <m*t o *m O r-t

O m -i

(NiOs oon^otf, «-tcocr«-<<rir*-or rr< »-< in

r\i ao •-<

co <n r*\ O ^f\j r-t p4 i/> %£>

INJ f> IM r- ^ ^ m o- •c>c u OS V ao J* o f»> o^-1 ru r-l o «» •—1 -0 fM e>m m •* «-i f> J- ^> m rvj

o m J- in CO in •-• o •—

i

~o -* INJ «»• o —• ~-t o c

^ ^4 Oao oo o

<o o e>m o <•

•* t- Cio m m

O-^INlrHOOOOO o o o o

0> •- 4-4 f~ 1-4 (M <m rvj

CM l\J <*>

r o 0" ^- —4 r- -c * » r- f^ in m <r\ o in <*• en (M -O in O —* *-i r^a: c. -c Q in u n0 c- 3 o — -J in •C w-* r~ CI r- o •* in r- an CO ac pr rr\ J- >» ^3 r- 00 ac o~ c p v"> r\j J- * in m 4> •o -c -o ~o -0 ^5

CM IM INI CM CM CM CM CM CM CM <M (M INJ

rr* in CMO- _. —O f- f-

O 1*1 -o

CM CM CM CM IM CM

O O O O O C' O O

~4 O "1 *t ^5 m •—i -^

l>- >r P*J m t-4 w CM a. oo -0 ^J• CO .c ^4 -<:» -o a- 00 oL CM o rsj «-4 (fl •—

1

cr IT. * * en m o •-* o CT v)f £,

in r~i 00 •*• CM r^ >o o CM CO o c~ o IM m fM o v0 •J-

CC* o r^ a> CO r>- >t a- J- rr\ >» co m —

I

CJ »-4 in r- »-4 i—l rM r- o * -o io J- CM >» o r-l f-4 c c O o oo c O -H (M ^H o o O l_ \J o wl o o v^ L) o oCJ o O o C' o u o o o O O o U o o o o o o

CJ o o o

— f\' COcr. -J-

> x >o

o -t -»

^J JOS O -J

W pr i*^ fn4t IT £; r—

o o o o

en a* <r C5 iO —

'

r- CM 00 o- CT- in O ~0 CM f— ro

r^ co o r- m o <0 Cl o ^ CM e> O (V o- m INJ

r- m -^ O 00 4) CO •-4 CO j^ -» »-4 o r> ^ CM OCM CM *N CM .—

<

•-« —

i

•—< o c o O 0» o- o o a>a c> —

^

fM rO ^ m o r- or j a oCM

uCM r\i

CMCM CM

•-* r^ r»> <t

co itn rsj orr»- m f« o

M M (NJ (\ <\J

o o o o

CO (T- O *-* <N t*> O ^-t <^J rn

M N MO «-* (V

*Nl *M f\4

41

Page 47: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

M u

f cr

42

Page 48: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

a -c if - r. pr- r- - r- *» OC * O * u prr •*? o w «r -O »t o p K an <( u ir ir t-

p ivj e cv p- «C

p- F-

cv ac u

* •» r- ar- o *• rJ o i n:move« • « *ri t c <O F- If ©

C IT p- C* <a - ~«V en * cv

<t *N IM f-- U .- If

if c . tr ea u (vi o

p fr p- cv © C P- r P _ u-

r c »f ^ «f o IT p IT *r fo p» ^ a a IT c « P- op- —- •i if tf V" O o v* »p pp. FN r» a If * f r. f> r- c.f IT if r» *. <> cv o P- ir if

K IT c f- C • p* M 4 rr p

IV i\

ir IT

cNT

4<C IT

a ja w<o -*a -*

C" C C f- IP

c or o »• c * >f

«s i •• .» r- f~ f- P

r if

h> If F- <C IT wo if ir

ir C «) f>- <*- O •C m•c <f M if p- #v F* IV

p P- C »P « p- •r tr

c If « « » o a f«

IV CV P c C cr P- a* — fn * •~ a a r>

cCV.

©ir

o

O © f-C O If

© © ©c if pc P- CV

e r cvIf * o

F* if CM c r r« t> if C u r f' s* o •» fvj re h- C ar c r-' r c F" ^ r fv If r 4- #-* J r> f> ^ -f IV •—

l

ccv c IV a cv r" c < a 4 o ir o f c ^ ^ a If c ip

f-* s •» w~* ~- a a fv !« fV f a if -r r> r-< ^> c l»> r-' f-P a <~ •* a IV, a ^ a •i if << •i- |M 4 CM r- f r- acr er fV J- or ^ r F" r* o >» e- if r» or fv r. ^~ .-* i\ o** c »< ^ C *-* u- ^• f- < or r- c l» r o >« c •-t O c

o o

e o o

fvo h-oo r- *• — oir*h«rii, a*«'O •flfOCfCce'CIV)r-CV^ttlTITlfff*-

a <~ •* J r-4 IM «-* or o a C O tr fr fT !• er •JT *- -c

-f -I <* o or f. O •* «V1 r> n c> o -c •£ rf> £ r- c or~ C er o CJ or «f if ft IV' r * «M rv IV) fV' fV C" er or

oc If IV4 *- IV) OD o- rsi fM r- K r~ f- c O o e r <f ~c

O l»^ * <c © O F-* IV' f i» r f f «* «» ^r <t •* •J -r<v !»• IT If 4> * c <o <c <£ ^) V •c <f £ •c o ^ vf >c

r\ fVJ IV/ CO fvj (VI IV) fV' IVJ fVJ IV CV' IV) p.' «v fv> fV: r- rv r\

o e o e © © o

>» r- c oc <c * arv if o © © »m wif rj cv a wd © >fW <c o- cvj or —i rvi

(TO rr <c C w IfP- >t ^ © o © c© c c o © © ©

u r f r- J CV) fK a O o- c CV' r-

~t «» a If o r^ IV,

If -0 p ev- o if •cr*i o .f er r o fIV c c o c o ©o c o c c o ©

'©r-^-OP-p-i-'©>or-ifr-~»ocor0S»<CMIfO<ClfOp>ap«rt«ov*tuO'mo — oocoo©©oooooooo©

If©I*

-

©©

© c

rr If If

^ CV oor r- ocv m ©©CO© o c

© o © oo o OOOCOOOt;

or <!• «mcv cc <tC 4 Hor. <c •*

^» <» <#o »i cvo o ©

r- rr trif O

h- 4 «h»< C7> p-j- P-. rm * If© o o

rr -» f-l p- m a <0 cv or •»• H p> en a <c cv or >* FN p- !»• cr .c (V

p- rrv a- «» o uv _* p- «V) OD •» o- if o -c cv p- f\ a •* © if ^•4 p-

o p- 1^ o p- rr, o <o rn 0- •C cv <r <o cv tf if M or If cv or If •—I

o p- If m o oc >0 m f^ or o >» fn cr p- •* cv O p- If m o 00 -c

fn cv cv cv rv -H •-< F^ *-< O o © o cr a o- cr O 00 or OD or p- p-

ff ff © ~ cv rn <»• If >0 p- 00 «r © O FN cv m * if -c p- 00 cr oO c cv CV) CV cv cv (VI cv cv cv cv cv (fl

ooo©oo©©o©o©oo©o©o©

OHNfn*ir*Pf)ffOHNcv cv cv cv cv cv cv

© FN cvo m rn

43

Page 49: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

.

O in en .0 <t O m or m (M p- a a ec •c f-i o <c m .-*

o <o U IT «—

i

m CO (V «_4 f-4 p- r» 0' o- pg CM r- CVJ o> —

*

o in o- O (M •n in rp i_t -* pn r+ cr> m o d on «* m m1/1 o <0 c r- M m -H m «* OC (Vi M o- p- p» O f- «H «» o

c «n Cr in <\l •o <A r^ a •o ir m o o m o< 00 r- cr ro

o •f) o> a< IM fl •* pn rg pn o- -c t—

i

«* »-i rg r- m in ao

o o •o IT fNJ <M -O a m IT p» o in »-< p- ~t »~* 00 <o gi- "VJ

oa

ce(M

Pg-4

inCM

co—<

* 2 9 a' P- •o gn m m O ^ gj m m ro rr\

a> t-H m r»>

in in pn ao

,* — -.

(Nl r- («1 CO ec Om o in -o m g?m in t0 .—

<

g3 P-pn f\l o a o r-t

fSJ m o- O in <t

«© •J O m r~

in <S1 in * <u gn

<M #-< m •* ^f-i Pg .—

'

i-i pn eg

pn e -i

•-" 0D W

~ or oo o> m «-4

—i <t pn r*i a*-t go ro rg ^*

pn m min pn in

in m go p- a*) eg, mo a * m h h o

-0 p-i

cr in-r COi—

t

am oO

in pn m p* on •—

vC ^l• mr\j pg PMin —4 aO a v0PM in oo rg •—4

o o oc- o pg o o o o o c>

In r4 (4 h> an J3 -r

rg p- *O o h-sf oc o0"-*cgr\ippipnpnro

nocrian^^fM pnpnmpnmpnpopnm_4^4^rgpgpgpgpgpgpgpgpgporg

O N in pg w~t

«\ o ^ o uo o o o o

go .-i g; ^-i O ^r^fpipgi—»crrPO»-ipgpnpg

O O O

00 -«o o

m m in in in in in in in in

oo —i pn*c r*> cr-

•t o m

o o o o o opg pg pg pg pg pg pn

o o o o

44

Page 50: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

— ir <•

g cm u-

*-* ir .-» (T r< c

IT f-l in m

>» -J M Hi-l IT t-4

O >^ d IP

o f- «w »- IN e o.-4 <_ o o r~t •c l-J

Pj o •g * e a. ir

^- h« ^4 •* IT •0 •-•

ir Pi ,-4 r» o- m g»

C in «n r- *g <Ca r- in <r\ —

<

o CD

m m h

in in in PI PI |P

— P-

u a r- c ,_, c ce rvj <- o- i\i cr •Cl PP. O OL m (M r~ co * <M rx.

^1 f\j fT J rP 4 f_« r- f> >* in Pg m <f » cr pg pg CI OP m .—

»

a> r-

IT J (J wi O «o a- o- o ar <» rr> r—

'

-t pi- g> ^4 pg —

t

m au m oJ cr c in o (Nj p- o r» OP in 4 e rg gs —

1

^-- K «*• OP pg O <o ocr m r- a OP r i r«i CD o pg op a o f- •* ~4 * pg V o •* >* r<i

o o- o> a PI w-4 •—

or «* g/ p- <t pg vJ in —

00 « •c IVJ r» «M r» r^

O p. (SI c Pg cr a> Pg cr r^ <NJ a m m r- »* -0 •-' Cl a pg o PI i^ in

(NJ O c o n f r~ —

<

c- Cl o o OP III

rro a in i/ wA •-4 OP

*-*o in OP

•e m

•i •-• nj nj

rvi isj au f^

o- —> o-

OC "-I 0'

U »-^ IT f-*

— — p> t-i

t_ ... m Mm m no o

(M CSJ JD

rg nj o •-*

r- •-> m m <m »h in m r- gj i_» m in »< -< op Ci r-•-4 m c m Kf- w* •c cc ^H

<r •*• pg g3 O« •-4 t-4 :r ogj m r- ci ^H

a -» m Ol (\l

M IT in IT fl N*-* its W r\j o

>o fo o m O * rt-

o a- l» gf p- o- *-*

h« ro •c a in 00 cr-

-o m <y <\j o- tr\ fn>i in r~ rg o •* r\j

o o c- O u o i-' o

00 rr

a O—

1

om m13 ^i

o <_>

_J r-l

pu o o

"i m o or -^i-* 0* s pg

in oc co rp -!

m IP n IM O •*rPr-mcP(7-»^CT-4p- g> o <c jn r-

<r ar r- o o pj^-« O m p- r- f >

-o r- — p-i p"i sf

rg pg pi p^ ci roff m a n * if

g; r- P- or ap a_j_.—i—.__._._< iMrgpgrgfMrgrgpgfMPjpgrgrgpgrgPgrgc t-i pg•- ~* pg pgrPtPifPirr.rOrPrPp-l

a o o a

LL 40 PgC H IT

O Pg »* 0> co pg gD w-* ao gfr- co m pg r- pg

r". CD roPI O *1

1*1 rg o —

.

a- rp >} pg r»^ o o o o o rs o oLJ w/ o o o Pg o o l^ o c o o o ^J o oJ o o o o O o o l-> o o o o o o o o o o

r-* r- r<N iT>

^ ^ f^ (\J f\J

j-t r^ a a oO O O o -*

CJ o o o o

^ O IT ^r j r- ro o *0 r^"> O f^ --0 fO «-4

r\j rg h h h i^^H f\J f*l sj IT\ ^O

f\J CO %f H4» a in o~D «M o- ~0

e <r i-g n-

o a O OOP a» o O

pg a~ mr- .4- rg

<y c i3>

»h '\i m

^ o o o o

in rg oo in

ap co co an

pg pg pg pg pg pg pg-o p-(\i pg

o o o o

o *-4 pg p*> 0>0-4P'IP*>^mg3r'0: Cr

•-ipgpgrgpgpgpgpgpgpgpg

45

Page 51: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

_. c m ao o o cU! C IT o-

in o o o-*v o o a

o <o a-

c_> o o Ifl

o— ep cm

Ci cm «-• f-t

r- cm ci •-< Ci

ft cm ci

tr i <O- C CM

s Ci O*O> r- r»C o Ci

•C ft <t -4i_> \r\ *> —I 00 ~D

IP II) ^ H(NJ —I ,— -<

o in ir ci t*\ ci ci

C ^) cri_ m ir,

m <\j o on ao~ <\J r-t

"Z. O cm cm

.- -i a cr>

(M <» o<c o

* o afc" r-

<c >£>

-t -f J-cr ci o-

O CO ^£ cr n•* co -J

c i' a-

-0 w* >f> CJ CM CMH N "< H l«

O- ao

CM -«* r-O «-l

cm

r- g m *j a o >op-i o* *• mN «C (T Ifp in ft o

O •"-" CM CM

j h a in imfft -H H Ifl IMco >o ci oo h>f*- CI r-t so cm0* -o -o co g-

h- * CM i-l oO O O O O

H H NO O O

LL in ~j >n c on cm m %fl CI CI CI o

U-' r-« CI CC CM

_! _i _! rsj

h- .—

«

-c CM rvj r~ o- o o<o •*• CM CI in CM r- a

Q Ci r- ^* CM CI -J- >* *vT> co co a a- o- 0- a a-C' o o o o o o o O

ci in ci

in in in in in

-h CMo -J-

«o p-i c* in

_> o o

a0 —

<

—Io- CO p- r-4 CM p» •* CM o c w-i

CM r^ CI f—

1

--< O o o o c aIj CJ o O »-> o o o <_> o uO O o o O _> o o o o o

O U> _lc- cc oO (_> -i

O •_> o

in in in

CO -J ClsC c^ c^cj- in or^ o- i-i

-. -H <\|

o o o

CO —< Ci

m .o r- -< PM CI

46

Page 52: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

r- c\j —• —< *)

— o- •£>

~4 it —>

a- mtr <r

o --.-• in

— in

\r so rsi ro•3 o -» .-*

•r >n •—> ma o m m•n f\> OP u-

sf r-* •-*

—• m cw •—

*\ K M O oo <«0 -< -C <_,_* st C* T IT#-« ^ m >o ~*

f- ct- u • .*"" r- « -t

f> ^j o a

Ifl N IT

cr ^* p^

<r >* ^ m pri cri m m

*- f^ („ in ^

m ro f-» u,-4 in 4fl -0 J-

Qi r- %T—

«

C\J Ifl

a o m^i r\j ~-t

if\ o ^j ^

INI •O CM co a. i.i cc c r- •c •* m r- r- rvo OJ -o 1-4 •o o- rn in P4 r- in tr <o er f-«

<

1

C\J *r -4 m f- <£ .»• <e in r» w-t m •_| c*i

CO in o o Cvt o r- 00 •* <\j r~ u •—i f- o.-1 17" f\J •* CO lit <r o- 0- o >» m o -C r-r- o» o- CM m 0' uo •i nj rsi «» •» 0* or u-

o m r-« m a 0> m •-I CsJ o ^ -0 <> m a J

rv rsj s* m >C o- o in o m o —4 r<~ «in IV cm

in •*

or

Ocr

rt H (<1

»- in m NtfMouuitij'mo o <o H Hcm m rr ^ ,$M *t ih in Nin in csj a* h-

O oo o

o ^-> ol«T r-c CMo o o

N (M <H~-i inP-f O l»4 Osl

O C l_ oo o o

C- ^ O O r-4 vO

o- i-i in in in •-»

rg ao t-4

f-l c r- ITi -r 4- oi — 1 -o cr u in r- r- p- <n c<r nj in «0 f-4 00 o- o o cr -0 vO r- cc C1 c #-«

a IM •H a in o> IM m r~ 0> o o o —* IM -« oo <-* INJ n. m f\ <f »» * <f in in m in in m ir-

cr o O- cr o- o- 0> c o> o Of cr <r a cr o-'-» u o o o o o o o o c u o o o \j c

o o o

in in m

l\* w *_

o o l_

cr n >n >o ar^ l\ st <| l-l

t-i fvj fM r*s -^

rO IT -4 -o^ a h a><^ IM h IMf» T» © ©•_ O O wo o o o

t) —* o -4 ra nj

H O o o o

sj- — r-~o ^- —* •*•-< rsj ro

rn ro r^i r^ cnj nj cmO »H <NJ

ni f «* ,-1

IM ^l -4 --1 —

«

<f rr- in nc IM cr an ~r «-* rr-

a o o <y00 o- o

<MoIM

H (\ fO

^- r> io ^< h-

m f\i cr iTi -*

fn j? co r^ r-

<M f\j r\J <\i rvj fsj rg

(M rg m (\j

47

Page 53: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

— o in CD g? •* o m co m r\j r- CT CC go H o •O m •-«

o o •o O in ~* m <T| CM i-4 r-! r- r- a <7> CNJ rj r- CM o- •-H

Li o IT 0* o (\J ~n m e> #-f •* m ^ a f« O en co ^ m in

1/1 o «o » r- oj m -4 m * oo rg eg r- P- o r- ~H J- oimi o >f> (T m rg G c m o «3 U1 in a o P"L a 00 r» a cm

o •O a CD (NJ m •* CO CM m o> <o ~* -* ~-l cm r» in m aO O •O IT CM og >C cc in in r- o m r-l r- «* i-« 00 -0 ^ (M

00 eg U"l ec «r *-* o- or K «0 -D irv U"N <* «t -J P"> m m ma <M gr (M w-4 p^ ~-<

i/>

e»i/i CM r- vO»— gD in in cLi. r~ >o o IT

taw p-i c >0 nt

-* a <\J rgLL •-* o r- a~ CM CO o j-

no a,a m oa. cc IMr- r- rM

J- or ^H

£ r- m

«-» ©. © «-i o

r-- ~^ r*» f-i

— —< r-

<— og cm

NT K1 <fi

r- .* en

J oc O-tH fM -t,-4 m ~-*

c e-» <t

o in r«\ o oo c

^h ^-. cr

on —. —. (NJ —

<

inmfOrt^r^r^. mmc ,_« or .^t CO Of' X * <r •t -t -f

o- in o r- in l^ in .o <C <j ~c •o•* -o >-l fVJ «» <t o- >t <r •f ^ -t

a 00 cr o c o o •> o o <_) oin m m •c -c -0 -0 <c ~0 ^0 >0 .0

a o u o o o o o o o o w

a. ,-

o •P m0< -t om in r-o o o

in in in m m in in in^-njr-rMf-fMr^rMJ'lfi^itJ-O-fi'lm^nf>-fMa; ^omcc. u —i r»i -t & r— oo~-~->—'——<—1.-1

in m in

oj ng <M nj

-?

an a- o

A8

Page 54: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

in ^ r\j (^ nr\j ^ —i

rf IT H 81 (*1

•ti C r- if or rr. e>•a ifi if if «-i if if

r- u If 00 H o.* o- OP •o If -om a ~- o •* o*i r-i If <M <o .0

c - o- OD •C o oo —• if o <c fSl

o m r-

^J- —• r\j

#-< u"> *-*

\P <** if\

.—

<

<_> u •l: *-* ^ o if CvJ in >oM rr- —

1

•* (f OP (T i*> on OD h»»-t r~- •-« •* if <0 wl <C a ^* flir co *-< ^- o If «* fn <\J ^4 r-o- <0 ir> if t~ — >o (\J O- ^ ir.

a t^ if m «-• c OD h- If <* i*i

*- J- IT(M N H H

If if If ff> 1*1 m f^

c .-• #-• r-

—I >0 O- <M If

.-I If t-<

o> IT IT n-o n if f\i

4 ' ac *S) If

If •o O r\j

•i (F >» tnCI r- if M>» o if fSJ O «-• i\j o O O C •"-*

#-i ir* ^ »-i

— rr

C w vJ '- ;_- O

X *-H f\,

a .-* .— —j •—

i

N (*> f< *f Ifl

«-*»-< <\J fi <\J .-( CD(\j ITi if\N H (VI M H

in ut tfi

vl- >* ^ >* >* <t vt >* 4- >r ^ «*

o o c o o o C- o c^ o o c*o •c -0 •c C' >c c c <o o -0 <£

o o o I- -J o o o a o o o

r- ^h <xj if

o o c-

—i -c

s if CO

a oo o

O c a•>; o cj

o o o o

^- r\: or C^

-J- -<J- -i

-j- »r vt >r

3 f4 cm cO o o oO O O ^y

i»i rr r-r^ if «>

<? i_» ^*

if o o r\j

ir fl ro —

.

00 ~T -T —

<

T f- >T (M or-< r-< r-4 p-4 o O 'J O CJ- o> a- 0> cr

r~ ^J- If -0 r^ ac (T o o H C\J f^ J-—

*

M ^^ »^ •-• *-* M (\J fj M (M rvj tg

r-* r- f*V

i/> tvj a: u"> h

cr o ^H N N r\j f\j rg r\j m

49

Page 55: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

«. O IT co -o * c. m cc e<"\ M p- o cc *o -* o <o m >-

l_> o <C o in — m ri <NJ t-» r-l p- r- 0- a CM (\J p- rj a —4

UJ O in a- o f\l •r IT m *_4 <t m t—

i

o- m a- m co •* in CT

I/) c sO o p- (Vi en ~* n •t CC PJ CM a p- p- o p- r-* •* O^ c J- a in IM <o <£ p o *> If in o o m 0- a P- a CNJ

o o o> CO f\l m vT m plj *> o> vO .-i •* •-H M p- in in CC

o o <D m cm <\i <o X IT IT p- o in p- p- •* —* tr •o J-

acoCM J-

mCM

a -tJ

a CC p- <C <r IT ir >* <* •* m m PI (**

C MT pi U-'

p- co rvj -«lO rH O P"P- P- CO —I

rfl P- >o -0 cm CO p- •* r*i OJ m cr

n (\J r\j <f en -f PM <0 rM fNJ PJ o CO

a' H p-i cr. f-« in CO <© >o •-* P- •o i~*

4 ,_* p- t p- m vO p- fl ,-H o CO <t

vt CM #* CC m r\j co co »r If s •Li <f

f\l r< a. p- •* in p- •-* O w~* Pvj O oCT ^ f-i |« •-^ —4 fM p- O <t ^• CO m

r-* Psl m a PJ

««1

Oinnj

P»r-l

— ^i mCC ri CO CO ^) IT

st) H *-«

co in *m

— a- —. M V-l Wl Of\l w~t f\

a o.

o o

f^ U »f H

rH t; -" CM

x r- p-

^ p. in-< -* pj

o o c.

*-* cr co

in cm CP p-(fl if (\J o

p- —I

-* St

o co >n »-* -* rf^

•c -*•t in

(M C- oCM CO w CM

CV' #-H CJ r-l CM P>

co >c ro m—1 CM CM CM

m m oc X o- o o cr <c CM p-<

00 in •o o st p- rv. _f mr^ *—

i

•*• sT «* o r- CM OC o o ^-t o o o O oo o o o u o o U o

— -sj

it m ir> iri

CO W-* m •n CO ^4 p-i c CC

-o -f\ o in t-4 co -r o •oa* IT. o <0 CM p- m a- <rp- cr f—t ^j «t m P- a Q

CM PM PO CM PU CM rd

p- CO C O —< CM

50

Page 56: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

.

CO <£ IT

U r- Pu ^UJ or •O ffl/> >o IX

M .t- Ccr- <o IP

on

r- f\. cr-

.j in r-p4 Ift PH

l^ IT H IT l^

_ o- «t *t -* •-• cr o •»a >o o r- cr UN a. w* oin .» OP «* cr Q >c in -C

c- a- f\ pi cr *« c •* or> oo <v. 4- ~-< in OJ -O >f

-r r» m U a CO •o o oc. r- r- cr —> in o ~o IM

.-» IT »-«

tf\ ^ (T

o t^ rr\ r- IM o o~* a U j. •-4 -o cINI CT —4 * a 0C IPt—

*

p^ —t •> in o f~«

in Pi .—

<

f- cr m J-a ~C in u r- *-4 -£>

a r~ IT fN —

o or

in im m—• .O CT -«

m fvj ^4

.-• in

r- cr

•— .j an c- cr Pii 00 in fO (fl (fi

r« Ci ,_, IM m tr\ o in 00,-, pi f\J o 00 00 4- CT *

J f- r- rp —

*

m r- o r\j -^

o <0 in O CNJ r- <\j m >t oa -O —

i

-0 a r- po <\j cr «—

1

^i O a en r~ o <- oo CL CT

>J rO c m co pi oo m 4 r-

If o 4IM o a.-< o rr

I>| cr JL cr 1/

f>> o t\,

sj oc r~-i in pj-1 o rp

r- po —.

W ^ IP ^J H

i) •_.

in <\J -^

—.ma-

cr >* in rr cr

a —4 cr >0 aO in 4- r- <rr-- ir. -0 in 1/

<f o< ~0 oo inr-j o ^* o fH

in i>j ^^ <; »/>

f\J CLj CM <M #H

in rJ M N-I O O (.1 O

_' — l\J

O "t it•* o- ->~* — f»r^ sf r4

O l_i

a -^

LL f\j cr

i- -< -* ^

H (\J ftj

CO (SJ -*

O nj «)

rr» r/ fvi

a r» r\j C in in nC •c >c <o f mo <o <x r* •* «r X <r 0 ^> o c^in ^c <x> t-t in in a a- c> o o o<f 4 •3 m <o ^> •o s0 r^ f^ r- cc

sf >r f •t *t *• 4- -j- >* -t -r <)•

<~t sf oo ro

IT. IT O r-t ^^ p-J

f\J fl --• OC U^ —4 iTi

-C ao in ro p-< ro r\i

« f\l

*»*. t> 'O* o m —I r- rg on -r o in

o h- r^ o ~0 <« O -c IN a-f^ O CO « w ^^ OO •c * r-i

<XI r>j t~t ^-1 *-4 ^-i o o o o»-H r: f*N * in <0 r~- ff a- a C -I IM

M rg py

l_> o o o o o

in rg ao in ^h

r\j im nj (\j

^^ rg rri

l\ N IM IM M (M MO- O -> IMIM rn m m

51

Page 57: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

_ o Ui cr s0 >* c co or. co CM p- u a CO ~c _l o •O co r-i

© «0 O in r-t CO co CM t-4 f-H p- p- cr cr CM cm l» CM Cr •-H

UJ o in a o CM -c in co ^ >* co t-4 t> CO a CO cr >» in LO

t/1 o -o o- p- fM CO f-4 co * a. rg r\j 0" p- p- O P- i-i >r oo •n m CM O <£> co a <£. m in a O co a CC p- cr CM

© .0 a or f\l co <* co CM CO cr <c «—

t

.» •-4 e\j r- l/N in CO

o o >D m CM CV >o 00 m in h o in .-< P- -t •-I CO •o * <\,

cOCCM

cm mCM

CO J - o> Q p- vO c in IT * J- •4 co co CO CO

UJ

— CM

O CC CJ-

t~ O CM CMcr* •-• co in

cm in cm

o —> o- or in in

cm *-* p- r- co cm

cm m >Q s cr a*CM ~4 co CM CO oo

-c CM cr <f

<o in CM o-

.0 o f^H O>J in CM CO

<J o •* o•G CM CO p-

O OO CM in

UJo

C) o o o -* o

oi/>

(-

a

.t •—

<

o- CM -c

o p- r^ J vC

~-* m o in p-

in CM ^ J o-

CM p- <M CO «!•

a co co _i

cm m i-l co oo cm oo

cm in cmii~\ in en o

oo

o

•^p-cvoirm«-*f*r^crp-omanop©froc\)Lrp-Xf-tirirmcMCMC>o^cc a o a C-OP-m.-imrMmoCTNl- -*'C0©OOCMCMCM0" rO,C.-<0rCMCMC00CO'CrO->»*«-l«-C"-l^>-C-OiM-OaoOOOOO'-'^"-, '*"-'»-lOf-CCMfOCOCO*t*i">i"<r>$p **'>*''$"^N$' ,4"'4'OOOOOOOOOOOOOOOOOO0000000000000000

— C\J

— c> —•—

uj CM rr aO

x- in p-"

^ rt <_> o

r-* o- co in CO

o o o

P- CM P-

o m <J

a- * O ir

.o in p- no o o Ci

o VJ o o

it ir it /CD «-< fO sO CL ^H

—* r<> nT

o -O fO CT

sT o lo O^5 p- CT' ^h

CM CM CM CM

<r o .0

rr\ CP <f

P- X DCM CM C*l

O ^ CM CO

52

Page 58: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

IT H (\) fft (\l

— rt >!•

Opo

.-. IT ,-<

u l rj a ^n •*

:_> cr

in co p*i

.-* it* in

IT. CO ff-4 o aa CC <o in -f (SI

cr •-4 o * o <f••* in CO <c <£ .—

«

a ao -0 o o IP— m o o fM CC

—. INI —

.

O P- rr\

_( ^ o <o —i •c o (fv IM m « inr\j cr —

J (T- CC m l*N cr CO p- a•—

«

p- »* -» m •o ^4 -r a —

<

fpl p-

u <M —i p> cr IT 4- rr, Pm »-• p- otO m U p- ^4 >o f\J o> p- m W

o- p- IT ir\ <- o co p- m >» m IM

« 4 IA IA m 'f >»>»>» p~* f*\ c^ i*> pp. **>

-i a in -c

-r pj .— ^cr H i\ it

in -h >u o ^H CO fNj

.—

1

rvi in

or- ro *cp- o ~*

in p- «co in in

co m co

p- co <c •-« coCr — in m \r

-t co pm in m co_ O ** o"> m •*

10

m o CO C -* O ~ o o o O t-l PJ o

p** o •-* fNj t\j

— -. ^ pi mp- cr

m co cr p"\ .$ f-^t-ia'Pu

o Or- in ap\l •j f—i

r-« o oa o t_> cj o o

•4- op cm r«- ** >j r- m *© r^ m r\j rg %c ir» c oox --'**^ccc ,x>ooOo f>J<M<\ifN*'>of»icrir>ca •4-xsO>o^*cu^mc i if>cc.Tcooo' o(^o'-*•-*"-*'*-*^•-, —4 ~* <~*i_C^^'-«<Nt l^«CO r^*C<C |r'N oOOOOOOOOO''-, «-H'-«»-«^^-»~*^^*o o c 00 000 000 coo 00 000000000c oooccoC 00 0000 0000000000000000000000000

-* >T m m ^-t

—< <_> w O

<_> •t fM m pj X •—* ir

f cr: in •e pj •—i ro 1N1

(» * M O O Or-> "1 O

o C^ w -w OO O O

a O O O O

pi <Min 0-

^^O O

c

> rr

U -»

JJ O

cj m -j

<# <* 9> p- p>» © r»' it-*--frPmr"rr, mr\jpjpjrg-H^i^i^pjm^msor-xo-o—•'M'n^-m-oOO OOOoOO'-i 000000

^-1 p- nj re ~t n> inn0 ro ty- -0 PJ a >c

.0 rO —

1

re .n •» —~* IT

^^ —4 — O 0-

M a in n x (\j CO iTi •—*

CO CO CO

fMf\jrof\if\jf\ir\jfMc\irsjfO

rsj f\j <\j rg oj cnj ro

53

Page 59: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

MM o m CD

u o nC ou_ o in D>

(/) o vO aM <_> •0 a

o >C o-

c o £ u-

c

f\J fO —4 (T\

m c\j ^* i-< f-• r-m m r-« ^ r> *-i

•J- oo t\j

o- o ir

C\J m crIP. r- o

^ o -o

CM r- (Mki ec> r» »->

a oo r-

— oo <\i m <n m m ro

l

o1/1 * >! f UN >* >t in- r-(\ioo(\jao«-tp-4a. rvj * op a o H ^—

-

ao o o *-* f^- m cc

tr (\j in .—

i

<Ni <-4 o

vt m r- Cl I\J O <M m O >r ~0 J IT.

C; ro o ^ m r- ~o r~ m 0- o 00 <\J

<r in (T «n r^ «\J (T> r- •c f-i *t ft -ii

r- ,_4 o- r»- on *-* r- r- r- o <o f«1 or- ,_, o ,_4 ,—

i

o r- 0D o- r- t-4 vO a* oo a •* in m •* ^4 •<• in ao <M 00

vO <~-i m o in in in o- vD 00 -o rg f-

J- r—1 O -* t-4 r^ ci—i r-i

r- in

INI

O "> c- -< o-

o

— rvj r^ fM in

m ih o oV O >0 ^ "0

i- a .-< o -h— o —> •-> oo

iri H 1^ B (\1 U J1

a' in fl fO ini C <* r^ -o m h- fT •o in c a-

vf •-4 a •t cc r^ o o h- —

.

*^4 ~o r^ a oo ~c

r» in —

i

c —* o m m o a' (NJ tM -t m fo aC -c tr\ CD 00 r\j t—i * o —4 r-t NT o cr o- ma- in >r h- rr, •f <NJ in m INI O o Cj «-4 («in •c CI •-< •-I O o o o o o O o c. o o

— f\j f\i —« mll" m a-^ r^ <r

o r. oo o o<-< cm m CD

^* IT LT\

c- r- r-

* M r»n- •C -0

O o O

(\J m ^ Hrt m o ro •-I o -t

<f v0 (~v) O r- c o^-i >t #-< C\J o ^~ roH >» in IT o a IT

o- a a a> o Qo o o o o o -4

_l IT 10 S\

o o or4 |J " ^ ^

lA H sf H IT»

o J- ~H 00 o m •a ou~. ^1 -»

l>- >t m o oO o o (-1 o o ri oo o »-J l*^ o o O ou o o o o o o o

^H rr, ir.

— INI

IT U"> u^ i/^ ip

<\l ro in

o o oj o a

l/> -J CO

IT IP IA tfl

nC 00 <—

i

m c SOLO —

1

cc * o o* <\l r- m o- -r<NI ^r m h- CO otNi <NI <NJ fM <M i*\

o o O o o o

54

Page 60: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

tr> .-« «\j r^ i\j

u or ol/> it <c oto 0> <c <j

0> <o ipCc

r^ rg <y

»» er oa o go -t

h ir •— oo m o(\j Oj gj

o

Ift IT H IT l/v

rr

» ff IP « «>t 7 c 4 inIP t> »-c O ^I"

>» i-i U (M iO

O 0- 00 >0 OC »-i IP O WD

cr O^> ac

* rgO *wd -•o iprg or

<p r- O r- ip^ .X —i o Oi*> op eg <y i-i

x <M •- r- —« K> IP hh ip n h

IP •*

o 00

m r- •-I ip

(\i ip <o mBG oo r- <rO —* m h«(NJ —

r- o

IP IP CM O or IH Cl (f> (ft

U, -I -»

.-I i-l O C_J —I

IP —I —

I

•x a. o o

IO IP J> eg tfl m o oc o IP rg «* o OC/ OJ 4 O c; rg rg U IPm •* PI m > *t rg r- rg rg r- 00 rg ip r- •o i-t a- O 00 IP r-_. r^ o ip on r- W5 O <o g3 IP oc r- o f-4 r~ 43 —* o PI ac

-»• o o m IP r- O- >r rg o rg o <j O a * r- i-i •* J" <£ oan >» rr •* cr m g> rg rg r- o >c * r- r- r- m >* O |«1 O J<T _-l ,-< ip * r- ru m ip * ip a -* u a C u\ rg rg a a ip

o fl IP o r- —

<

03 ip r- a ip pi a.- >» IP a. ip IP * <f a oor on nT o o o o -^ -4 rg -4 gj- r- pi «* •V .* rg m i^ a rr-

•-I -• rj rg * —

*

IMa

CT

oa.

H n H IT

if* UJ if*

CC f- K>f m rsj

O <-< ro

U > —

.

— Li''-

(^ (\j h (\i (\ trfO N Nfvj f*

1. O^

<f *t f-1 -o m toin C' -D or -j wh in i ^ a Ho- m a ^- o o

CD ^4 <\j IT i-i (^

OsJ (NJ LO P"i

CT rr, rg IP r»<r rr\ *-4 IP c-

n -H o o tJc- O o a o

pi or ocr - >o

--• rg rg o

PK'r^r-^Hn*, tpm M M IM «t- m M m

C i-l

o c

or vO r- —i ipip wo O r» r-r> o o o c

rg r- i-i IP i-i rgip ip IP

a o oO -H rt

o o o

<"** ip rg

m rg rnIP CI rt

-J IP •M rg <rm IT <—

1

-» r^ip Cl IP <T> IMa- * >« (~ •-*

IM O- ~i O OOvi O O ij) aO O O <_) o

i-l ~C ^H

rg rg ip

o <_i >_

«— rg x>—i r- j- —

>c ~r —

i

-r -j- -»n r^ /*>

a ip •-<

(pfrimi^ogrgrgrg O ro i-l 00 gj J- -^

r-4 «x «—

i

nri a O o or^ ^t IT •O r- 00 o- o

rg rg ^NJ rg rg

gr o ip -jrg s ip rg ao IP rg

oo co oo

og rg rg

c. -x rg c> o —• pj

rg rg rg rg *M rg rg rg rgO ** <M

55

Page 61: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

•a o in CO £ n* oo o -o o in #^i e.

u. o in & o <NJ *C

\r o •c a r- CM t*l

w o £> o- u (NJ J3

o •O a 00 (Nl PTI

Q o -0 m CO IN) Cn— 00 f\J m a «* *-t

a M %t fvl ^ —

t

*-*

or ro rgro ro t-t

f«N, —

i

st m »-•

.*• 00 r\l

e> « idIfl N W O

oc in in

o a 0P 43 •—

r- 0- a <\J (Nj

•-> (T m a- fO

(ni cr r- r- oin a* o ro. o-

-n «* 4- -I (NJ

a- —

<

IT IT•* oa (Nj

m (^ ro <^

1

ol/) rsi u (M- r- r- (VI

u. oo nT r-w in NT vf

in r- <_

UJ 00 o st~ a o l_>

cr ry -o_! .J- CM CT>

.*• (Nl f- Om i\i in od

_, —i fi r.

1

)

r~ •J m o O- fO (NJ

•* O <c t-i in o in »-(

r- -O m in a m »t in

cr> 00 in —i n* nJ- 4- <f

0> m oo •* o 00 vC (ni

-J- in *—t o> pH CO in *0

n0 o r- IT nj O m (N)

o (M •—

t

O (Nl m st l»-

t-4 tr\

m>0

aO CJ -* O

aomtMa--4Us m<Mj> r\j m <N| vO ,_* (Nl 00 in o> 0> •o o rci cr 00 vt m Nt ro

r m (Nl r>- (NJ nO in m » c> o o r-t <M --< C7> m Nt -t c>-i r- in -* a »» o en *o in f- oo rn 00 (NJ (NJ o r-* cr

n in m v0 a- <o ro (NJ INj m O m si- st i—* «M •—

<

o in •—

I

L e m >» r<^ o- in 00 cr l>- •» o O O c- O o o o oJ o o tr o- o o <_. .—

«

o o o o «_i o o o o o o

<r o o p-j- r>- cc aj- -o 0- <rC-J in m r-

O -H Nt *u o o o

n o ft (NJ (NJ 00

ir. in in in in

n <0 r- r»-

st Nt «* st

m in m in

o o o O

00 P^ O •-* !•*

ir> u\ ir

* sDo 00m in(^ IT—

i

Oo Oo <J

•-( >- X

(NJ CO —>in(N4rriinco(NjO'-i cr -f) p» ^J m m o -t

o o o o o o o oo o o o o o o oo •^t o CI o l_> o CJ

o o o o o o o o

— (NJ

oo ~r

(NJ

r- m o>O fNi mo o oo o o

m m ir m

O 13 rj

in in in in in in

oo r-> m sC 00 ^4 CI nC

in ^-( 00 -» osO nj r- CO a(\l Nt in r- co

(NJ f\j (NJ (Nl (NJ

CO T. o —<

56

Page 62: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

_ oo o in — cm fi CM P~ ._ 9 N* •* «* —

<

o- c •t o fi r» o r- fi r- «M o o r» fi r- —

<

mo r- CM —

.

* (f u\ cm 00 •O o r» a- in 00 •-« o CO * ft wt o O •o f* <o o m cm m -0 m00 >0 cr «» in f- * fi m •* 00 «• rr- 00 •o in •o CM i*i CO CM o> —

<

<* ft- CO in fi CO ao r»- cr-

to 0* <0 0* ft m —

*

oo fi o O- fl ft cr- *4 o *» o •r -4 CM —* l«- -« * m <o .—

<

<o er> ft fi r~

w cr •c o h- m on fi m r- a. <\l «»• —* in CM -0 -0 *-> in p-< m cm — r^ a IT >* fi CM ft k oo •fl m in in —t in in •» r~ in O a ao -c o o m m in e'- <C m in r- *-4 -0 CM <r f- m in

c f^ IN. o> (SI r- •0 t^ «o o r- p- cr- f> in o •O CM or m t\j er r- in fi ~-> o oo c- m 4- fi IN/

4 OP o a <\i 00 IT' o rsi o a cr 00 f- r- -O -0 in m in * 4 * >t •* *• fi fi fi fi fi fi

a. o <o * CM cm

N fl m •o in INI

in ft oo cr o 10ir •o •*• r- o> inJ- 00 fi o- ao ~f

o «* >» fl cr- a-—1 o o l_ >» o

ao i-4 in cm 0' co •-»

^* -- o f> m

CO CO fl <-4

-o r- o cmco >f m cm

<o .-« m .-<

fl ""C CM

m cm fi —i_4 m cm *-4

fl CM CM O* in r^ oom cm o ~4

o o <y-

fi CM rnvO h- CM-0 CM m

<o in. m

cm ~* o m-I fi >-* o O^HO'-'O'-lOOOO

M fl m fl fi O ft !« * -» r- —

,

<o m fl CM —* CO r- ao <0 CM 0- fl f-4 M m ON

1 CM fi in fi O fi INJ 4- cr- CM >c ft -o fl r>- in CM h- CM fl f- a- in ON m in m* in o -» an or in •o -r oc t-t ~-i n- ao 4- r- !>• fl ft m >r M 4- o •o ft ft aoo r- rr\ o r- •o CM —* r- in -c o IN) cr -o f-i -c * f in fi h- o- an o •o >t ao

t c^ •—* c CM ~* in <T <\! >t oo CM -O 4- in in o IT 00 %o o r^ «M -0 o CM CM CM

J <!• s fi CM m fi ^0 fl m >* D r-t cr- o CO rn ro O o o o o o o O O Oh o O o -1- co CM u- f-l o o o "* r-t —

<

o O O O O o o o o o o o o O O O O

M 00 1^ 'A ^j an

cr- in 0> ^H o f- m <.-> -o <y -r O in o- ft f! fl Cr

•—t 00 eo •»• r^ ao •—< cc r~ o ct o> CM CM -o 0" a- fi

a -*• CP CM ft •c in a CM CO ^J oo o On cr- h- o NT*-* w-t ^-< CM •o •* -D m f- f-- cc on O --» CM r^ «» <r

3 O a O (> ft fl * 4- 4- <f «!• in in m lf> in mo o o O o o O o O o O O o o o o o O

N <V) IT IT

iA iTi in in

H rt 00 00 ^ CO oo <o

iftiriririnifiiPiflirinifiiririn

o o o o o o

m c\j aom m t-H

^) o in CM r-« CM -0

>t 4 fi ^4 fl CO -t

o o o -J- ee (—1 9o o o O o CM Oo o o o CJ O O o o o

-o r- <NI h- co <o o INI o * * o in t>- m nC CMIT, in * ft ^-< CT> %0 ^-l 4- fl m ON -0 c m fl ecO fi o fl fi cr- -»• 0D <o o r^ fi •0 o CM <NJ CM-o ft O o CO CM fl o o o o o o o o o on •—4 ft -H o o o o o o o o o o o <-> oi_i u o o o o o o o VJ l_> o o u o If oo o o o o o o o o o o o o o a o o o o o ooooooooo

— CM 0000 4- i-i r- -t •-•

^H CM flfl ft fl ft fl CM CM

<r o in ^J

o r- m of O CO -0

INI CM *-4 f*f* CM fl ^

^ -i om <5 c—

<r O- in osC CM on -o

a -t ft rr-

o o o cr-

CO ON o O

ooooooooooo

-o m ao

cm cm <M

INJ r~ fi CT 4cr in CM CO LP.

» CM O f- LP

B» cr- a aa COCM fl « m -ceg CM CM INI CM

cm co in -^

CM CM CM fl

O O O O

O "H CM fl o f> cm f -r inCM CM CM CM CM CM

O -J CMCM CM CM

57

Page 63: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

APPENDIX II

GRAPHIC DISPLAY OF SPECTRAL COMPONENTS FOR SELECTED INTERVALS

58

Page 64: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

O OI I

LU LUO OO O

II II

LU LU_l _la: a:o oco en

i i

x: >•

O EVC\J LO

II OlII

CO

CJUJOCD CJ

IaCO

LUI CO— XJ1

CO CDQ_ -HCJ

o o CT"0

CO CO>-

h-h CDCO CO

COLU oa>-CDQC 00LU

COLU O

Page 65: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

o oI

I

LU UJO OO O» m

II II

UJ LU_J _lcr cro CJen en

i i

x: >-

C\J cvon lo

ii enii

co

oLU OCOO

IQCO

UJI 00

CO CO

O

in zc CE

(P CO>-

CDCO CO

COLU Oo o>a: coUJ

COUJ o

(0

Page 66: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

CO i_o

ii enii

en

LU OCOO

I

C3CO

UJI CO— ^J1

CO CDQ_ -HO

a •

CT"O

CMCO LO

CD

co en Oi i i > —

'

CM oo oI +

LU LUO OO O^tl C\l

II II

LU LU_J _Ja. clo oCO CO

I I

x: >-

UJ -HO O>- h-CD00 xtt

LU COZZ1 CDLU -H

800 900 600 200 000

61

Page 67: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

CXI LOii cn

ii

CO

i

Li_oUJOCO o

I

C3CO

LUI 00

cocnCL HO

o o

cn co Ott>HCM OO O

1 +LU LUO OO O

xfl LOII II

LU LU_l _JCE cnO oCO CO

:>c >

C\J

CO LO21 CDLU -HQ O> h-CD

LU 00z: coLU

02

Page 68: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

o cv°

CM LDII CD

CO

• •

OsJ oo oI +

Lul LdO OO O• •

II II

LU Ld_J _Jcr cro oCO CO

I I

x: >-

I

LlJ OCOO

IoCO

LUI 00— \±1

COCOQ_OU_

o o cr

CO CO>- CM

00COCO

LUQ OD- I—CDQC LOLU

LU

63

Page 69: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

s

«

-

a

J3

A

9

8

CM CVCO LO

II CDZZ1 II

CO

I

oz:cnu

iaen

i oo

en ena. <hou_

a:o o

en en

tt^CM

<\1

CD CD -7~

UJ LU UJ2 s a

LU LU CD

COCOCO

D

en a: .o o UJ<r> en -rx: >

CELO

ABO STO 0T0 900 000

64

Page 70: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

CM C\°

COLOII CD

IZI II

CO

LU OCO O

IOCO

I 00

CO CDa. -ho

o o en

co en CDtt> CM

en cmZD ID

(\J Oo oI +

LU LUO OO O

II II

LU LU_l _J(X dO OCO CO

I Ix>LlIH

UJo>- 1—CDac enLU O

65

Page 71: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

] CD

a

a

a

SIa

A

§

C\J LOII COz: n

CO

oz:UJOcocj

i

i

(3CO!—U_

LU1 CO— \J1

en enQ_ -Hov—~' o.

Ll_ .

• m ^31O O crz: ZI ~"Pt 4 t—

i

v~> cn COI—1 4

h-1 4

:vc\jZl z: 1—Z> ZD •—

• HiCM o CO CMo

1 + z: hiUJ UJ uj Ho oo CD

• DII II

IV 1—LU LU CD(T

_l(T cr on

O O UJ oi

i:z: -h

x: > UJ -H500 GOO 200 TOO 000

6b

Page 72: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

C\J i_o

n enz: ii

CO

i

o nCO o

IoCO

LUI CO— \tl

CO (J)

CL

3i :n CE~0

CO CO>- 00

CM oO o1 +

LU LUO OO O• •

Ttl (\J

II II

LU LU_J _l(X CLo OCO

1

COi

1

x:i

CO oUJa o>- 1—CDQC COLU xflH o

800 900 TOO 200 000

67

Page 73: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

1 8

S

3

8

S

S

CM CDO CD1 +

UJ UJCD oO o

* •

-tfl -HII II

UJ UJ_l _Jcr (Xo CJen

i

CO1

yc1>

COLOii cnz: n

CO

I

o:z:LUOcoo

IOCO

o o

l_i_

LUI CD— \H

CO CDQ_ -HO

o.

a

:z:

CE

cn cn>- CO

COOLUO O>-OCC COlu ^n~ZL OLU

BOO Eflfl 200 TOO 000

68

Page 74: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

(Ml £\.°

cn loii en

CO

i

oLU OCOO

IOCO

LUi en

co cn

o

H 3=CD

cn cn xtl

i i i i —-^

ID ZD

o oI +

LlI LUo oo o* m

-di —

I

li II

UJ LlJ

_l _lcr crO Ocn cn

i i

CDCO <d1

z: loLU -HQ OCDQC 00LU CM

LO

69

Page 75: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

(XI LOII CDz: ii

co

02:UJOcoo

1aCO

LlI

1 co— xti

co en

o

CDZD(X

co en \H1 1 1 1 —s

(\1 Oo oI +

UJ LU

CDCO xtl

LD

oo ooLUa

T^l C\j

II II

LU LU_l _la: a:o oco co

1 1

x: :>

D>•CDa: 00LU C\J

~ZL LOLU

70

Page 76: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

c\i ev-

en i_n

n cnz: ii

cn

(_) ZZ1

SiLU O

o cn oio

cn

§ Ll_

LU1 CD

CO cn cno

u_ -

* m CD51a

ZLL Jl IDZZL ZZL a:\—» t—

i

CO CO [M1— h-1—1 (—

1

>- <HZZL ZZL h-

§ ZD ZD >-h CDCM -H cn i_nO O

1 |ZZl LO

LU LU UJ HQ3 a * Oo ^1 LO

II II

>- 1—UJ LU CD_l _lCL CL an -hO O LU \31CO CO

l i

z: lo§ x: >- LU -H

71

Page 77: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

CM LOII (J)

II

CO

oUJ £DCOO

IoCO

i en

co enCL -Ho

o oCDZDCL

co en P^i i i i —f

ZD ZD

C\] -HO OI I

LU LUOO OO\H LO

II II

LU LU_l _lCL CLo oCO CO

I I

enCO LO21 LO

a o>- h—CDDC HUJ ^di

LO

72

Page 78: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

o o

CD C\°

C\J LOI! CD

II

CO

I

CDLU CDCO CD

IOCO

I CO

CO CD

CD

U_CDZDCE

OCO Oo

co en cnI I 1 I —

*

eg oo oi +

UJ LUo oo o

II II

LU LU_l _lcr cno ocn cn

I I

LUCD

CD>-CDq: c\j

LU -tfl

iz: cmLU O

73

Page 79: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

CM G\."

CO LOii cn

ii

CO

i— Ll_

cj z:uj ocoo

ioCO

LUI CD

CO CDQ_ tHCJ

CDIDCE

cn cn CDt t >- -Hi i i i —

*

3 3CM •-Ho oLU LUO oO o

a

\H LDII II

LU LU_l _la: CEo Ocn CO

oCO o~ZL OLU -HQ>- h-LDCO CMUJ <31

x: >-cn

UJ O

74

Page 80: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

o cvCM LD

II CDII

CO

UJ DCOO

IoCO

LjJ

I CD— \t1

CO CDCLC_J

31 JZCD

az

en co CO

eg -h CO 'dl00-7^

o olu lu LlJ

O>- I—

uj lu CDcr

\ji

CE CC00 lu on

x: > LU -H

75

Page 81: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

C\J C\°

COLOii enz: n

CO

I

o z:LU Dcno

IaCO

1 (J)— Xtl

to cocn-1o

ox—* a.

• • CDo

HIO IDZZL z azi—

i

«—

1

co CO cni—

i

J—1 4

>-(\l-21 ZZL i—

§ ID ZD »-h COCM -H CO ^J1O

1

O1

IZI -HLU LU LU -HOO OO Q

g • • OII II> 1—

LU LU CDCE

_1CT DC -H

O O LU COCO

l

CO1

ZZL -H§ x: D- LU -H

76

Page 82: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

(\JLOii cn

ZZL II

CO

I

oLU CDCOO

IoCO

LlJ

I CD— Xtl

COOTQ_CD

U_

o oCDZDCC

(D CO XJ1

ID ZD

O OI I

OOCO xtl

LU LUO OO O•

^H CMII II

LU LU_l _l<X cnO o

i i

x:i

LUa>- 1—CDCC OUJ 00

77

Page 83: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

CM C\.°

on loi! en

ii

CO

ozz:LU Dcoo

IOCO

I CD

co enCL H

o oCDIDcr

co en \tl

tt>(MZD ID

CM -Ho oi i

LU LU

00 \tl

ooTtl

II

oo

II

LU LU_J _Jcr cro oen en

i i

x: >

LU —

I

a>- I—CDQC OLU CO

500 GOO ZOO TOO 000

78

Page 84: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

APPENDIX III

SUMMARIES OF H3B AND H3S

79

Page 85: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

SUMMARY OF H3B AND H3S FOR NOVEMBER, 1947

Date Time (PCT)

2 1138 - 1156

5 1124 - 1142

6 1147 - 1205

7 1143 - 1201

8 1143 - 1201

9 1142 - 1200

10 1150 - 1208

11 1145 - 1203

12 1142 - 1200

13 1201 - 1219

14 1800 - 1818

15 1202 - 1220

16 1153 - 1211

17 1805 - 1823

18 0854 - 091219 2103 - 211220 1459 - 1517

21 1456 - 151422 1519 - 1537

23 1617 - 163524 1605 - 1623

H3B (ft.) H3S (ft.)

1.299 *12.528

0.436 9.9690.621 7.4080.413 5.0080.417 2.7661.075 6.5310.995 6.2240.575 2.687

0.754 8.1250.597 4.9220.853 7.1861.022 5.0420.971 8.0360.820 5.2551.121 10.1500.768 13.5331.148 6.6931.382 5.5971.036 4.3550.727 1.7380.588 2.917

80

Page 86: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

SUMMARY OF H3B AND H3S FOR DECEMBER, 1947

Date Time (PCT) H3B (ft.) H3S (ft.)

12 1323 - 1341 1.718 5.81113 1340 - 1349* 1.105 4.21014 1305 - 1323 1.326 3.59115 1820 - 1838 1.827 6.08516 1804 - 1822 1.337 5.053

22 1102 - 1119 2.306 9.34123 1107 - 1116* 2.021 14.192

1323 - 1341

1340 - 1349*

1305 - 13231820 - 18381804 - 1822

1102 - 11191107 - 1116*

2009 - 20270804 - 08221421 - 14391418 - 1436

1421 - 14392022 - 20401420 - 14381410 - 1428

24 2009 - 2027 2.491 10.41925 0804 - 0822 1.119 7.21526 1421 - 1439 0.794 2.90227 1418 - 1436 1.100 1.93628 1421 - 1439 0.875 3.48229 2022 - 2040 1.920 10.27630 1420 - 1438 1.119 3.28331 1410 - 1428 0.473 1.679

* - Record doubled

81

Page 87: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

Date

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

3031

SUMMARY OF H3B AND H3S FOR JANUARY, 1948

Time (PCT) H3B (ft.)

0.2781.1593.2132.7951.8400.9511.5721.8042.4581.4921.2741.4590.7850.5890.6530.5851.147

1.0791.208

0.8300.7211.2711.1351.4891.2080.8221.4561.1551.8091.3690.958

0818 - 08360814 - 08321428 - 1446

1422 - 1440

0820 - 08381432 - 1450

1610 - 1628

1005 - 1023

0943 - 1001

1634 - 16521610 - 1628

1042 - 11001056 - 1114

1043 - 11011642 - 17001641 - 1659

2243 - 2251

0446 - 05040442 - 05001042 - 1100

1115 - 1133

1111 - 1129

1110 - 1128

0510 - 05281105 - 11231103 - 1121

1105 - 1123

1102 - 1120

1043 - 1101

1046 - 11041043 - 1101

H3S (ft.)

1.2066.309

11.57313.4345.1404.8117.3846.3879.8055.5675.0893.9571.607

0.8612.0272.2963.8464.3462.5032.9912.5382.3984.3447.0896.7373.2652.8974.8693.9825.7093.364

82

Page 88: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

SUMMARY OF H3B AND H3S FOR JJNE, 1949

late Time (PCT)

5 1345 - 1403

6 1404 - 1422

7 0808 - 08268 1411 - 1429

9 1547 - 160510 1400 - 1418

11 0800 - 081812 0600 - 061813 0600 - 061814 1442 - 1500

15 1448 - 1506

16 1453 - 1511

17 1734 - 1752

18 1123 - 1141

19 1148 - 1206

20 1155 - 1213

21 2208 - 2226

22 1005 - 1023

23 1010 - 1028

24 1010 - 1028

25 1731 - 174926 1134 - 115227 1145 - 120328 1223 - 1241

29 1106 - 1124

30 1136 - 1154

H3B (ft.) H3S (ft.)

0.741 1.8731.025 4.1870.467 2.2410.753 1.4481.004 2.6412.062 6.6470.907 2.4881.205 3.1001.005 4.1091.045 5.8621.506 5.7261.312 9.0321.262 9.9790.865 3.9730.839 3.7530.878 3.2820.702 1.5110.486 1.3741.127 5.1630.646 3.3641.465 8.3571.023 8.6720.745 4.1460.822 3.3190.719 1.8570.861 4.735

83

Page 89: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

iate Time (PCT)

1 1948 - 2006

2 1400 - 1418

3 1355 - 14134 1407 - 1425

5 1355 - 1413

6 1824 - 1842

7 1223 - 1241

9 0246 - 0304

18 1352 - 1410

19 1715 - 1733

20 1122 - 1140

21 1125 - 1143

22 1540 - 1558

23 1545 - 1603

24 1547 - 1605

25 0949 - 1007

26 1322 - 1340

27 1457 - 151528 1505 - 1523

29 1506 - 1524

30 1827 - 1845

31 1230 - 1248

SUMMARY OF H3B AND H3S FOR JULY, 1949

H3B (ft.) H3S (ft.)

0.660 1.5090.470 1.2070.866 2.1430.798 2.6950.644 2.0170.915 2.3230.319 3.498

0.860 3.923

0.494 3.4190.130 6.4591.062 2.1720.733 3.3431.098 5.1640.753 2.5860.635 2.3920.877 6.0800.730 4.6860.983 4.5611.049 4.5950.957 2.5360.932 2.6550.681 2.153

84

Page 90: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

SUMMARY OF H3B AND H3S FOR AUGUST, 1949

late Time (PCT)

1 1242 - 1300

2 1457 - 1515

3 1436 - 1454

4 1530 - 1548

5 1528 - 1546

6 1504 - 1522

7 1505 - 1523

8 1503 - 1521

9 1522 - 1540

10 1521 - 1539

11 1520 - 1538

12 1529 - 1547

13 1530 - 1548

14 1528 - 1546

15 1529 - 1547

16 1541 - 1559

17 1541 - 1559

18 1541 - 1559

19 0942 - 1000

20 1211 - 1229

21 1210 - 1228

22 1208 - 1226

23 1131 - 1149

24 1130 - 1148

25 1131 - 1149

26 1129 - 1147

27 1137 - 1155

28 1139 - 1157

29 1140 - 1158

30 1201 - 1219

31 1141 - 1159

H3B (ft.) H3S (ft.)

0.876 3.2140.652 1.7130.733 1.4740.698 3.5531.147 3.5580.696 1.2991.089 6.1071.000 5.5390.960 2.8600.484 4.6620.419 2.2130.565 1.867

0.769 3.6410.887 3.1900.524 0.8760.324 1.2070.574 1.5550.515 2.1280.627 1.162

0.567 1.4800.240 1.9720.281 2.1280.288 1.5860.313 1.0880.500 2.9430.721 2.4450.824 2.3210.941 3.3850.590 2.1580.663 1.7110.506 2.891

85

Page 91: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

INITIAL DISTRIBUTION LIST

No. Copies

1. Defense Documentation Center 20

Cameron StationAlexandria, Virginia 22314

2. Library 2

Naval Postgraduate SchoolMonterey, California 93940

3. Prof. Jacob B. Wickham 5

Department of Meteorology and OceanographyNaval Postgraduate SchoolMonterey, California 93940

4. LT Boyden T. Steele, USN 5

Naval AcademyAnnapolis, Maryland 21402

5. Department of Meteorology and Oceanography 3

Naval Postgraduate SchoolMonterey, California 93940

6. Naval Weather Service Command 1

Washington Navy YardWashington, D. C. 20390

7

.

Officer in Charge 3

Fleet Numerical Weather FacilityNaval Postgraduate SchoolMonterey, California 93940

8. AFCRL - Research Library 1

L. G. Hanscom FieldAttn: Nancy Davis/Stop 29

Bedford, Massachusetts 01730

9. Superintendent 1

Naval AcademyAnnapolis, Maryland 21402

10. Oceanographer of the Navy 1

The Madison Building732 N. Washington StreetAlexandria, Virginia 22314

11. Naval Oceanographic Office 1

Attn: LibraryWashington, D. C. 20390

86

Page 92: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

No. Copies

12. National Oceanographic Data Center 1

Washington, D. C. 20390

13. Director, Coast and Geodetic Survey 1

Department of CommerceAttn: Office of OceanographyWashington, D. C. .

• 20235

14. Mission Bay Research Foundation 1

7730 Herschel AvenueLa Jolla, California 92038

15. Director, Maury Center for Ocean Sciences 1

Naval Research LaboratoryWashington, D. C. 20390

16. Office of Naval Research 1

Attn: Undersea Warfare (Code 466)Department of NavyWashington, D. C. 20360

17. Office of Naval Research 1

Attn: Director, Surface and Amphibious Programs(Code 463)Navy DepartmentWashington, D. C. 20360

18. Commanding Officer and Director 1

Naval Civil Engineering LaboratoryPort Hueneme, California 93041

87

Page 93: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 94: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

UnclassifiedSecurity Classification

DOCUMENT CONTROL DATA -R&Dinlv Classification ol title, body ol abstract and indexing annotation must be entered when tlte overall report is classified)

Originating ACTIVITY (Corporate author)

Naval Postgraduate School

Monterey, California 93940

2a. REPORT SECURITY CLASSIFICATION

Unclassified2h. GROUP

1 REPOR T TITLE

Spectral Analyses of Waves and Associated Bottom Pressures Off Point Sur, California

pfscriptivE NOTES (Type ol report and. inclusive dates)

Thesis5 AUTHORiSI fFirif name, middle initial, last name)

Boyden Tracy Steele

6 REPORT DATE

June 1968

7a. TOTAL NO. OF PAGES

8676. NO. OF RE FS

11

la. CONTRACT OR GRANT NO.

b. PROJEC T NO

9a. ORIGINATOR'S REPORT NUMBER(S)

9b. OTHER REPORT N O (S) (Any other numbers that may be as signedthis report)

10. DISTRIBUTION STATEMENTMammmimmmm^mim m^mf^m^mmmmmmmmmmm^mmmmm

vflAa1 - C .-taMMM

1*1 1I P

immmII. SUPPLEMENTARY NOTES 12. SPONSO RING Ml LI T AR Y ACTIVITY

Naval Postgraduate School

Monterey, California 93940

13 ABSTRACT

A time series of pressure variations was obtained by digitizing analoguerecords of bottom pressure, recorded at Pt. Sur, California, during the

periods November, December, and January, 1947-1948, and June, July, and

August, 1949. The power spectrum of the pressure variations was found via the

amplitude spectra obtained by means of the fast Fourier transform. Thisspectrum was then smoothed by averaging over several frequency bands andconfidence limits were assigned.

Surface wave power spectra were inferred from the pressure power spectraand significant wave heights were estimated from these, after applying a

procedure designed to remove noise.

Values of significant height on the bottom and at the surface are

displayed in tabular form and plotted versus time for the selected periodsJanuary, 1948, and August, 1949. The spectral patterns of wave activityshow the transient nature of the energy due to storm swell and local winds.

DD ,

F

°o1M.,1473 ,PAGE "

:0RMNO V 65

S/N 01 01 -807-681 1

89Unclassified

Security ClassificationA-31408

Page 95: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves

UnclassifiedSecurity Classification

KFY WORDSLINK A LINK B

Wave Pressure Records

Bottom Pressures

Significant Height, Graphic Display

Fast Fourier Transform

Digital Analysis

DD .'•?.,1473 (back)Unclassified

i i- 90 Security Classification

Page 96: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 97: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 98: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 99: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 100: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves
Page 101: Spectral analyses of waves and associated bottom pressures ... · Calhoun: The NPS Institutional Archive Theses and Dissertations Thesis Collection 1968-06 Spectral analyses of waves