CASE 400 / 



H 



1.62 m 1 



T 



8.6 stc / 







0.22 mm jf 





hr 





40.0 



CASE 701 J 



H 



1.62 m / 



T 



16 sac \ 







0.40 mm If 





f 





hr 





40.0 





M> 



CLiiC- 



?*-£ 



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TECHNICAL REPORT CERC-88-6 





BEACH PROFILE CHANGE MEASURED 



IN THE TANK FOR LARGE WAVES 



1956-1957 AND 1962 



by 

 Nicholas C. Kraus 



Coastal Engineering Research Center 



DEPARTMENT OF THE ARMY 



Waterways Experiment Station, Corps of Engineers 



PO Box 631, Vicksburg, Mississippi 39180-0631 



and 

 Magnus Larson 



Department of Water Resources Engineering 



Institute of Science and Technology 



University of Lund 



Box 118, Lund, Sweden S-22100 



June 1988 

 Final Report 



Approved For Public Release; Distribution Unlimited 



Prepared for DEPARTMENT OF THE ARMY 

 US Army Corps of Engineers 

 Washington, DC 20314-1000 



under Surf Zone Sediment Transport Processes 

 Work Unit 34321 



