Fi-ogi'aiii Descriplion 



104R-41CV Depth-Limited Design Breaking Wave Height at Structure 

 Program Titre ^^^^ Logic) 



Name T.L. Walton, Jr. Date 1/82 



Address Coastal Engineering Research Center 



Cty Kingman Building 3,^,^ ^.pCode „... 

 ^ Fort Belvoir^ Virgxnia 22060 



Program Description, Equations, Variables, etc. 



This algorithm computes the depth-limited breaking wave height at a struc- 

 ture for design purposes. It can be used in lieu of Figure 7-4 of the Shore 

 Protection Manual. The equation for the curves in Figure 7-4 is not given 

 in the SPM but can be found by sim.ultaneous solution of SPM equations (2-91) , 

 (2-92), (2-93), (7-3), and (7-4). Input is wave period, T, and water depth 

 at the structure toe, ds. The development of the equation is derived on the 

 attached solution sheet. Algorithm uses English or metric system of units. 



REFERENCE 



U.S. ARMY, CORPS OF ENGINEERS, COASTAL ENGINEERING RESEARCH CENTER, Shore 

 Protection Manual, 3d ed . , Vols. I and II, Chs, 2 and 7, Stock No. 008- 

 022-00113-1, U.S. Government Printing Office, Washington, D.C., 1977. 



Operating Limits and Warnings 



104R-41CV-1 



29 



