"Scouring Due to Wave Action at the Toe 

 of Permeable Coastal Structures" 

 Toru , S . , Proceedings of Tenth Conference 

 on Coastal Engineering , ASCE, Vol. 2, 

 Part 3, Sept., 1966, pp. 1036-1047. 

 (TC203 .C6) 



6609GR0001 



The author investigated scouring at the toe of permeable coastal 

 structures on an experimental basis. He emphasized the influence on 

 the scouring depth as affected by water depth at the toe, slope of 

 seaward face and incident wave characteristics. 



Key Words - Permeable/Experimental/Model/Scour/ 



"Shore Protection on the Coast of Yaizu" 6609GR0002 



Seo, G. , and Fukuchi, T. , Proceedings of 

 Tenth Conference on Coastal Engineering , 

 ASCE, Vol. 2, Part 3, Sept., 1966, pp. 

 1183-1200. (TC203 .C6) 



A 15-element groin system was constructed as a measure of added 

 protection against erosion at Yaizu, Japan. The paper deals mainly 

 with the design of the breakwater structure, but photographs illus- 

 trate the groin system. 



Key Words - Concrete/Impermeable/High/Short/System/Asia/ 



"Pinellas County, Florida" 

 U. S. Army Corps of Engineers, House Docu- 

 ment No. 519, 89th Congress, 2nd Session, 

 Oct. , 1966. 



6610GR0001 



Key Words - House Document /Not Annotated/ 



"Mullet Key, Florida" 



U. S. Army Corps of Engineers, House Docu- 

 ment No. 516, 89th Congress, 2nd Session, 

 Oct., 1966. 



Key Words - House Document/Not Annotated/ 



6610GR0002 



"Variations in Groin Design" 



6705GR0001 



115 



