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Lamont Geological Observatory 
Palisades, New York 


Columbia Auiversity 


Technical Report No. 1 
(Contract NO bsr 43355) 


MBLWHOI Librai 


0030110000844 


Lamont Geological Observatory 
(Columbia University) 
Palisades, New York 


Reduction of Deep Sea Refraction Data 
Technical Report No. 1 


by 
Charles B. Officer 
Paul C. Wuenschel 


The research reported in this document has been made 
possible through support and sponsonship extended by 
the U. S. Navy, Bureau of Ships under Contract NObsr 
45555. It is published for technical information only 
and does not represent recommendations or conclusions 
of the sponsoring agency. 


August 1951 


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Table of Contents 


Introduction 

Shot Instant Correction 

Sinking Rates of Explosive Charges 
Reduction to Surface of Reference 
Topographic Correction 

Curved Ray Paths 

Sound Velocities in the Ocean 
Check Plots 

Ry - D versus Ry Graphs 

Check List of Data Necessary for 


Complete Reduction 


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SiO ts Figures 


Shot and Shooting Ship 


Bottom and Surface=bottom Reflections 


inking 
Sinking 
Sinking 
Sinking 
Sinking 
Sinking 
Sinking 
Sinking 
Sinking 
Sinking 


Rate 
Rate 
Rate 
Rate 
Rate 
Rate 
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Ray path for 


Ray paths for D, Ry» 
Graph for Correction 
Graph for Correction 
Graph for Correction 
Graph for Correction 


Graph of Topographic 


Graph of Ry 


Graph 
Graph 
Graph 
Graph 
Graph 
Graph 
Graph 
Graph 
Graph 
Graph 


Ry 


for 
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Z - 1 # Charges of 4 # Blocks 

3 - 5 # Charges of = # Blocks 

8 - 10 # Charges of 3 # Blocks 
18 - 25 # Charges of = # Blocks 
50 # Charges of = # Blocks 

25 # Canadian Depth Charges 

Mk 42T 100 # Aerial Bombs 

Mk 30 100 # Aerial Eombs 

Mk VI 300 # Depth Charges 

Mk 54 350 # Aerial Depth Charges 


and G 

of Ry to Reference Surface 
of Ro to Reference Surface 
of Rz to Reference Surface 
of G to Reference Surface 
Corrections 


- D versus Ry 


Reduction of Deep Sea Refraction Data 
Charles B. Officer and Paul C- Wuenschel 


Ie Introduction 

During the summer of 1950 an extensive two ship 
deep sea refraction operation was made on Atlantis 164 and 
Caryn 17 cruises. A total of seventy refraction stations 
were made on tracks from Bermuda to Charleston, Norfolk to 
Bermuda, Bermuda to the Nares Deep, Bermuda to Halifax, and 
Halifax to Woods Hole. Again during the spring of 1951 the 
opportunity arose to make another two ship refraction 
operation on Atlantis 172 and Caryn 22 cruises. Thirty- 
three profiles were made covering the Caribbean, the Puerto 
Rico Trough, and a track from Puerto Rico to Bermuda to 
Woods Holee 

It has been necessary to make several corrections 
and reductions to the raw data in order to obtain the final 
values for the travel time plotse The method of reduction 
of the deep sea refraction data is not found in any of the 
standard geophysical texts, and that used in shallow water 
seismic work is not applicable. It has been necessary to 
devise new methods as the occasion arosee These methods of 
reduction are, in general, quite simple; but it has been 
thought advantageous to present them in this form for the 
benefit of and use in future investigations. Further it 


is hoped that this report results in a uniform method of 


reducing deep sea refraction data. The several graphs 
that have been found helpful in carrying out the 
reductions have also been included in such a manner that 


they may be used directly from the reporte 


II. Shot Instant Correction 

In a two ship refraction operation one ship, say 
the Atlantis, heaves to and lowers her hydrophones prepara- 
tory to receiving. The Caryn then proceeds on course shooting 
the necessary shots to make the profile. After completing the 
shooting, the Caryn heaves to and prepares to receive, as the 
Atlantis gets underway on course toward the Caryn, firing 
shots to complete the reverse profile. 

The shot instant is picked up on the shooting ship 
and sent over the air to the re cei ineten ike where it is 
recorded on the refraction records Simultaneously, a shot 
record is made on the shooting ship. Several identifiable 
buzzes and signals are sent over the air after the shot and 
recorded on both the shot and refraction record in order to 
allow correlation of the two records and location of the 
shot instant on the refraction record when, due to poor 
radio contact or other causes, the shot instant is not 
recorded on the refraction record. FEesides allowing this 
correlation the shot record is useful in determining the 
depth of the shote 

After locating the shot instant on the refraction 


record either by direct reading or by correlation with the 


- shot record, it is necessary to make a correction for the 
time it took the shot instant to travel from the shot point 
to the shooting ship (see Figure 1). In order to do this 
it is necessary to know the depth of the shot and the dis- 
tance that the ship has traveled from the time the shot was 
thrown over the side to the time it detonated. 

The distance that the ship has moved is obtained 
by multiplying the ship's speed by the time over the side. 
The time over the side is the interval from the instant the 
charge is thrown over the side to the instant of detonation. 


The depth of shot is read directly from the shot record. It 


SHOOTING SHIP 


SHOOTING ship 


SHOT 


Fige 1 Shot and Shooting Fige 2 Bottom and Surface-bottom 
Ship Reflections 


is equal to half the time difference between the bottom and 
the surface=bottom reflections for depths of water greater 
than 1000 fathoms (see Figure 2). It is then an easy matter 
to calculate, knowing the velocity of sound in the water 
from the bathythermograph observations, the time it took the 
snot instant to travel from the shot point to the shooting 


ship, 1. e., the shot instant correction. 


III. Sinking Rates of Explosive Charges 

Unless the shot record is recorded photographically, 
it is not possible to read the bottom-surface bottom reflection 
interval with consistency; and even on some of the photographic 
records it is not possible to read this interval due either to 
blocking of the amplifier or excessive noise level. For these 
shots it is necessary to use the data from those shots on 
which this interval could be reade This is most easily done 
by referring to the sinking rate graphs (see Figures 3 - 12). 
These are plots of twice the depth of the explosion, i. 6., 
the bottom-surface bottom interval, versus the time over the 
side.e Knowing the time over the side the depth of tie explosion 
can then be read off the graphs. ‘The scatter of the plotted 
points about the line that is drawn is + .01 second for the 
depth of the explosion. It can safely be assumed that any 
readings taken from these graphs will be accurate to that 
figure, ire Ye fanqge  of% whe plbserved = porns, 
All the charges that were used in plotting these 


points were fired by safety fuse. The charges consisting of 


= pound demolition blocks were prepared by taping or tying 
the blocks together. Sometime s 3z pound demolition blocks 
were used alsoe The 50 pound charges of demolition blocks 
were prepared by replacing the top and bottom of the 50 pound 
boxes by slats and removing all the wax paper. The Mk 4eT 
charges were fired without the associated tail assembly, and 
the Mk 50 charges were fired with the tail assembly. The 


Mk 54 charges were fired in their carrying casese 


IV. Reduction to Surface of Reference 

It is usually desirable to reduce the travel time 
data to a surface of reference from which to measure seismic 
depthse in the case of deep sea refraction profiles sea 
level is chosen as the most convenient surface of reference. 
The refraction, reflection, and direct wave travel times are 
corrected to bring them to this surface of reference. The 
correction to the first reflection is the time if would t ake 
sound in water to travel from A to B plus the time from C to D 
(see Figure 13). This is obtained by multiplying the depth 
of the shot plus the depth of the hydrophone, expressed in 
seconds, by cos 86, where © is the angle of incidence of the 
reflected wave on the bottom. The correction for the second 
and third reflections is obtained in a similar manner. The 
correction for the refracted waves is equal to the product of 
the sum of these depths by the cosine of the angle () whose 
sine is the ratio of the waimam water velocity rea to the 


velocity in the refracted layer (cy). The correction for the 


direct wave is negligable for most of the shots. (The ray 


paths for these various arrivals are shown in Figure 14.) 


/ 


B SEA LEVEL rn) 


OCEAN GOTTOM 


Fige 13 Ray path for Ry Fige 14 Ray paths for D, Rj, and G 


Figures 15 - 17 are graphs of cos ® verus direct 
wave travel time, i. e-, range,for the first, second, and 
third reflections.e The factor that is needed to multiply 
the sum of the depths of the shot and hydrophone can be read 
directly off this graph for the particular range involved. 
Figure 18 is a graph of cos O versus the ratio cy, / Bye From 


this graph the same factor can be read off forthe refraction 


arrivals. For all basement velocities that are obtained 
in deep sea refraction work, i.e e., Cn /ty greater than 


4.0, this factor may be taken equal to unity. 


Ve. Topographic Correction 


Areas of moderate to small topography were chosen 
for most of the deep sea refraction profiles; but before 
any calculations of basement velocity or depth can be made, 
it is necessary to remove the small effects of the irregu- 
larities in the bottom topography on the refraction travel 
timese A mean depth of water is chosen, and corrections are 
made plus and minus about this depth for the travel times of 
refraction arrivals. Difficulty arises in choosing what 
material the bottom topography takes place, whether it 
represents directly topography in the sediments or is a 
representation of the basement topography. The choice that 
is made depends on the type of t¥pography and structure 
involved. 

Figure 19 is a set of graphs of the corrections 
to be applied to the ground arrivals versus the difference 
in elevation of the bottom topography from the mean for 
various velocity contrasts between the material forming the 


bottom topography and the ocean. 


VI.- ‘Curved Ray Paths 


The time intercept for a refraction line in the 


simplest case of a single refracting layer is given by the 


(1) 


approximate formula, 
24 
eS 
C, Cy 


where G, is the "time average" of the sound velocity in 


water talcen from sea level to the bottom. It is defined 


by the relation, 


Cy= rr) vy (2) 
La 
and is that velocity which when multiplied by the vertical 
reflection time will give the true depth of water. Equation 
1 is approximate because it takes an average vertical 

velocity for the water. It does not give the exact expres- 
sion for the change in the intercept ray path due to the 
velocity structure in the water nor the change in time over 
this path. Calculations by Tolstoy and separately by Worzel 
and Officer show that the approximate formula is valid to 
0.002 seconds for refraction velccities greater than 20,000 
feet per second and is valid to 0.01 for velocities greater 
than 5600 feet per second at a depth of water of 2700 fathoms. 
Thus, it is concluded that the approximate formula can be 

used with negligable error for any deep sea basement cal- 


culations.e 


VII. Sound Velocities in the Ocean 

For refraction calculations it is necessary to know 
surface sound velocity in water for the determination of 
range from the @irect wave and the average vertical velocity 
for the determination of refraction depths. The surface 
sound velocity is determined from the bathythermographic 


observations taken along the shooting track and the surface 


- 9 


salinity quoted in various oceanographic reports for the 
particular area and season involved. Sound velocity is 

not critically dependent on the variations observed in 
salinity so that with the bathythermographic observations 
that have been taken the surface sound velocity can usually 
be quoted to t 2 feet per seconde The average vertical 
velocity is obtained from "Tables of the Velocity of Sound 
in Pure Water and Sea Water," published by the Hydrographic 
Department, Admiralty, London (1939). A check on this 
value is obtained from the R® versus D® plots. These two 
values usually agree to ¢ 10 feet per second, but for 


the sake of uniformity the British Admiralty Table value 


is used in all refraction calculations. 


VIII. Check Plots 

In order to insure confidence in the data used in 
the travel time graphs, two check graphs are made. These 
are the R© versus D© and the navigation plots. 
gs7--aplotted against De will produce 
straight lines except for changes in depth or slope of the 
bottome These graphs will then bring out any obvious 
errors that have been made in R or in D. The slope of this 
line is the square of the ratio c,/@,, which gives a check 
on the value oLedned from the Eritish Admiralty Tables for 
Cy» The value for Cy can not be read from this plot to 


better than # 10 feet per second. 


The navigation plot is a graph of time of day that 


the charge was thrown over the side versus the direct wave 
travel time. This will also plot as straight line depending 
on the constancy of the ship's speed and course. Besides 
checking the value of D, this graph is useful in giving 

the velocity of the shooting ship when there is no pit 

log on that ship. Further, the navigation plot in con- 
junction with the ship's log gives the range of the reverse 


point when no shot was fired at this station. 


IX. Ry - D Versus Ry Graphs 

Depending on the thickness of the isothermal surface 
water layer, the direct wave is recorded from six to forty 
miles. On those refraction records for which there is no 


D present, R, is used to determine the range. In the 


2 
a 


range at short distances (less than 40 miles), and curved 


at 
laboratory the R 


versus p° plots are used to find the 

ray path calculations are used for the longer shots. However, 
at sea it is desirable to have a quicker method for the 

rough travel time plots. For this purpose the BS D versus 
Ry curves are included (see Figure 20). Knowing the value 

of Ry and the depth of the water, the expected time interval 
between R, and D can te read off the graph. These curves 

are not accurate for the longer shots because the velocity 
structure in the water becomes important, and the simple 


straight line, average velocity calculations are in errore 


These curves are plotted from the equation, 


Xe Check List of Data Necessary for 


Complete Reduction 


In general - 


For each 


1. Ship's navigation. 

Ze) chip's) Logie 

5- Miscellaneous cata not appearing in ship's log 
such as distance and azimuth when shooting ship 

is abeam at beginning and end of reversed profile, 
time shooting ship is abeam, and propeller revolutions 
at time of each shot when no pit log or taffrail 
log is available. 

4. Lathythermograph observations. 

shot - 

1. Charge size and fuse length. 

2e Time of day the charge was thrown over the side. 
Se Amount of time charge was over the side before 
detonation. 

4. Depth of water under shot. (Also indicate shot 
on fathometer tape.) 


5e Pit log speed and mileage. 


12 = 


Symbols used 


surface sound velocity in the ocean 

average vertical velocity of sound in the ocean 
sound velocity at the bottom of the ocean 

velocity of compressional waves in the first 
refraction layer 

velocity of compressional waves in the nth refraction 
layer 

travel time of the first reflected wave 

travel time of the second reflected wave 

travel time of the third reflected wave 

travel time of the mth reflected wave 

travel time of the direct wave 

travel time of refraction arrival 

bottom reflection time from the shot record 
surface-bottom reflection time from the shot record 
topographic correction 

difference in elevation ofthe bottom from the mean 
depth of the ocean 

angle of incidence of R, on bottom 


angle of incidence of G on bottom 


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