A short statement giving 1938 conditions of a groin system built 

 in 1927 and 1935 at Hollywood Beach, Florida, is presented with 

 proposed future improvement recommendations and costs. 



Key Words - 1900-1949/S. Atlantic/System/Timber/Economics/Steel/Piling/ 

 Structural -design/Misc-pl an/ Impermeable/ 



"Report on Erosion at Manasquan Inlet, New 3801GR0002 



Jersey, and Adjacent Beaches" 



Anonymous , Shore and Beach , American Shore 



and Beach Preservation Assoc, Vol. 6, No. 1, 



Jan., 1938, pp. 13-18. (TC330 .Am3) 



An example of a single steel sheet-pile groin constructed (1933) 

 to check erosion is briefly noted. Recommendations were made for 

 further groin construction. 



Key Words - 1900-1949/Erosion/Single/Field/System/Economics/ 

 N. Atlantic/Accretion/ Impermeable/ 



"Beach Erosion at Willoughby Spit, Va." 3801GR0003 



U. S. Army Corps of Engineers, House Document 

 No. 482, 75th Congress, 3rd Session, Jan., 1938. 



Key Words - House Document/Not Annotated/ 



"Beach Erosion at Santa Barbara, Calif." 3803GR0001 



U. S. Army Corps of Engineers, House Document 

 No. 552, 75th Congress, 3rd Session, Mar., 1938. 



Key Words - House Document/Not Annotated/ 



"Erosion of Our Coastal Frontiers" 3804GR0001 



Wood, S. M. , Bulletin of the Associated State 

 Engineering Societies, Apr., 1938, 32 pp. 

 (TC330 .W879) 



Design criteria and the effects gained are discussed in relation to 

 permeable and impermeable groins. Field examples are given. 



Key Words - Impermeable/Permeable/S. M. Wood/S. Atlantic/Great Lakes/ 

 Accretion/Scour/High/Low/Misc-plan/Syst em/Concrete/Timber/ 

 N. Atlantic/Eros ion/ Long/Short /Theory/Fie Id/ 



17 



