Table C-1 - Continued 



dA d/L 



.9000 

 .9100 

 .9200 

 .9300 

 .91(00 



.9500 

 .9600 

 .9700 

 .9800 

 .9900 



.9000 

 .9100 

 .9200 

 .9300 

 .91.00 



.9500 

 .9600 

 .9700 

 .9800 

 .9900 



2'nd/L 



5.65S 

 5.718 

 5.781 

 5.8U4 

 5.906 



TANH SINH COSH 

 2H'dA 21T-d/L 2TTd/L 



969 

 Q32 

 095 

 158 

 220 



1.000 

 1.000 

 1.000 

 1.000 

 1. 000 



1.000 

 1.000 

 1.000 

 1.000 

 1.000 



1U2.9 

 152.1 

 162.0 

 172.5 

 183.7 



195. 

 208. 

 221. 

 236. 

 251. 



Ill2.9 

 152.1 

 162.0 

 172.5 

 183. T 



195.6 

 20fl.2 

 221.7 

 236.1 

 251. U 



H/H' 



.9999 

 .9999 

 .9999 

 .9999 

 .9999 



.9999 

 .9999 

 .9999 

 .9999 

 1.000 



Ijfrd/L SINH 



l4rrd/L 



.007000 11.31 

 .006571. ll.ljl. 

 .006173 11.56 

 .005797 11.69 



.005U.5 11.81 



.00511+ ll.9li 

 .OOUSOE 12.06 

 .001.510 12.19 

 .001.235 12.32 

 .003977 12.1.1. 



1.0,810 

 1)6,280 

 52,1.70 

 59,500 

 67,1.70 



76,1.90 



86,71.0 



98,340 



111,500 



126,500 



COSH 

 l.^d/L 



1.0,610 

 U6,280 

 52,1.70 

 59,500 

 67,1.70 



.5001 

 .5001 

 .5001 

 .5001 

 .5001 



76,1.90 .5001 



86,71.0 .5001 



98,3*0 .5001 



111,500 .5001 



126,500 .5000 



U O 



.5001 



.5001 



.5001 

 .5001 

 .5001 



.5001 

 .5001 

 .5001 

 • 5001 

 .5000 



1..935 

 1..935 

 1..935 

 1..935 

 1..935 



1..935 

 1.935 

 1..93S 

 1.935 

 I..935 



1.000 1.000 6.283 1.000 267.7 267.7 1.000 .003735 12.57 11.3,1.00 1^3,1.00 .5000 .5000 lj.935 



after Wiegel, R.L., "Oscillatory Waves," U.S. Army, Beach Erosion Board, 

 Bulletin, Special Issue No. 1, July 1948. 



Table C-2. Functions of d/L for Even Increments of d/L. (from 0.0001 to 1.000 ) 



C-17 



