Beach Erosion Board about factors involved in a study of beach erosion; 

 and (2) that the items of information now believed best suited to the 

 purpose by the Board may be subject to full and free discussion by all 

 engineers interested. 



Key Words - Erosion/Field/Concrete/Steel/Califomia/Misc-plan/Notched/ 

 Impermeable/ 



"Beach Erosion Studies" 4000GR0002 



Brown, E. I. , Transactions of the American 

 Society of Civil Engineers , Vol. 105, Paper 

 No. 2076, 1940, pp. 869-918. 



Groin protection is recommended where storm waves of ordinary 

 magnitude occur and where the adjoining land is of low relief. Design 

 criteria of groins are discussed. 



Key Words - Structural-design/Artificial-fill/Timber/Piling/Impermeable/ 

 Mis c-p Ian/System/ 



"The Prevention of Coast Erosion" 4000GR0003 



Du-Plat-Taylor, F.M.G., Journal of the 

 Institution of Civil Engineers , London , 

 Vol. 15, 1940-1941, pp. 53-60. 



Measures to stop erosion, including seawalls, groins, and vegetation 

 are discussed. Author gives data concerning the design, setting, and 

 legal aspects of groin construction. 



Key Words - Du-Plat-Taylor/Adjustable/Timber/Low/High/Concrete/Rubble- 

 mound/Mis c-p Ian/Legal /Europe/ 



"Permeable Groins at Kenosha, Wisconsin" 4001GR0001 



Holcombe, W. H. , Jan., 1940, U. S. Army Corps of 

 Engineers, Milwaukee, Wisconsin, Unpublished 

 Report. (V.F. 3080 12/39) 



Letters to the Beach Erosion Board evaluate permeable groin 

 construction and its effectiveness as a shore protection method on the 

 Lake Michigan shore at Kenosha, Wisconsin. 



Key Words - Long/Short/Permeable/Great Lakes/1900-1949/Piling/Concrete/ 

 Scour/Impermeable/Rubble-mound/Erosion/Accretion/S. M. Wood/ 

 Field/ 



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