REFERENCES 



Bagnold, R. A. 1939. "Interim Report on Wave-Pressure Research," Journal, 

 Institution of Civil Engineers, Vol 12, Mo. 7, pp 202-226. 



Carr, J. H. 1954. "Breaking Wave Forces on Plane Barriers," Report E-11.3, 

 Hydrodynamics Laboratory, California Institute of Technology, Pasadena, Calif. 



Garcia, W. J. 1968. "An Experimental Study of Breaking Wave Pressures," Re- 

 search Report H-68-1, US Army Engineer Waterways Experiment Station, Vicks- 

 burg. Miss. 



Hudson, R. Y. 1975. "Reliability of Rubble-Mound Breakwater Stability 

 Models," Miscellaneous Paper H-75-5, US Army Engineer Waterways Experiment 

 Station, Vicksburg, Miss. 



Kamel, A. M. 1968a. "Shock Pressures Caused by Waves Breaking Against 

 Coastal Structures," Research Report H-68-2, US Army Engineer Waterways 

 Experiment Station, Vicksburg, Miss. 



._ 1968b. "Water Wave Pressures on Seawalls and Breakwaters," 



Research Report 2-10, US Army Engineer Waterways Experiment Station, 

 Vicksburg, Miss. 



Minikin, R. R. 1946. "Pressure of Breaking Waves," The Dock and Harbour 

 Authority, Vol 26, pp 262-266. 



Stevens, J. C, et al. 1942. "Hydraulic Models," Manuals on Engineering 

 Practice No. 25, American Society of Civil Engineers, New York. 



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