

w^msm^^^ 



BREAKWATER 

 t =264 hr 



500 m 

 N H 



TECHNICAL REPORT CERC-86-3 



SEAWALL BOUNDARY CONDITION 



IN NUMERICAL MODELS OF 



SHORELINE EVOLUTION 



by 

 Hans Hanson 



Department of Water Resources Engineering 



Lund Institute of Technology 



University of Lund 



Box 118 



Lund, Sweden, S-221-00 



and 



Nicholas C. Kraus 



Coastal Engineering Research Center 



Waterways Experiment Station, Corps of Engineers 



PO Box 631, Vicksburg, Mississippi 39180-0631 



S 



OCCULT 

 institution 



April 1986 

 Final Report 



Approved For Public Release; Distribution Unlimited 



Prepared for 



DEPARTMENT OF THE ARMY 

 US Army Corps of Engineers 

 Washington, DC 20314-1000 



