"Summary Report on Studies of Sand Trans- 5201GR0001 



portation by Wave Action" 



Anonymous , U. S. Army Beach Erosion Board 



Bulletin , Vol. 6, No. 1, Jan., 1952, pp. 



3-6. (BEB Vol. 6, No. 1) 



A model study was made of two types of groins: one, a sloping, 

 impermeable groin; the second, a high, permeable groin. The inves- 

 tigation was designed to determine relative influence of the high 

 permeable groins and the sloping impermeable groins for stabilizing 

 a beach where littoral transport occurs. Among other conclusions 

 it was found that permeable groins should not be used as individual 

 units isolated along the beach, but rather in a system of groins. 



Key Words - System/High/Permeable/Impermeable/Theory/Experimental/ 

 Model/System/Single/Scour/Accretion/Eros ion/ 1950 -1954/ 

 Misc-plan/ 



"Appendixes III, VII, and XII, Ohio Shore 

 Line of Lake Erie between Fairport and 

 Ashtabula, Beach Erosion Control Study" 

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

 ment No. 351, 82nd Congress, 2nd Session, 

 Jan. . 1952. 



5201GR0002 



Key Words - House Document/Not Annotated/ 



"Appendixes V and X, Ohio Shore Line of 5201GR0003 



Lake Erie between Ashtabula and the 

 Pennsylvania State Line, Beach Erosion 

 Control Study" 



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

 ment No. 350, 82nd Congress, 2nd Session, 

 Jan., 1952. 



Key Words - House Document/Not Annotated/ 



"Durability of Steel Sheet Piling in Shore 5202GR0001 



Structures" 



Rayner, A. C, and Ross, C. W. , U. S. Army 



Beach Erosion Board Technical Memorandum 



No. 12, Feb., 1952, 51 pp. (BEB T.M. No. 12) 



Along the Atlantic Coast of the United States and the Gulf 

 Coast of Florida, 153 groups of steel sheet piling structures were 



45 



