LITERATURE CITED 



AHRENS, J. P., "Large Wave Tank Tests of Riprap Stability," TM-Sl, U.S. 

 Army, Corps of Engineers, Coastal Engineering Research Center, Fort 

 Belvoir, Va. , May 1975. 



AHRENS, J. P., and McCARTNEY, B.L., "Wave Period Effect on the Stability 

 of Riprap," Proceedings of the Ocean Engineering III Conference , 

 Newark, Del., June 1975, pp. 1019-1034. 



COASTAL ENGINEERING RESEARCH CENTER, "Summary of Capabilities," MP 3-64, 

 U.S. Army, Corps of Engineers, Washington, D.C., updated Nov. 1971. 



HUDSON, R.Y., "Design of Quarrystone Cover Layers for Rubble-Mound 



Breakwaters," Research Report No. 2-2, U.S. Army Engineer Waterways 

 Experiment Station, Vicksburg, Miss., July 1958. 



THOMSEN, A.L., WOHLT, P.E., and HARRISON, A.S., "Riprap Stability on 



Earth Embankments Tested in Large- and Small -Scale Wave Tanks," TM-37, 

 U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 

 Washington, D.C., June 1972. 



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

 Shove Protection Manual, 2d ed. , Vols. I, II, and III, Stock No. 

 008-022-00077-1, U.S. Government Printing Office, Washington, D.C., 

 1975, 1,160 pp. 



U.S. ARMY ENGINEER DISTRICT, OMAHA, "Slope Protection Upgrading," Design 

 Memorandum No. Mo-197, CM. ST. P. § P. Railroad Crossing, Mobridge, 

 S.D., Sept. 1969. 



U.S. ARMY ENGINEER DISTRICT, OMAHA, "Specifications for Slope Protection 

 Upgrading," CM. ST. P. ^ P. Railroad Crossing, Mobridge, S.D., Jan. 

 1971. 



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