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<br />'0 Q' 2 tJ n, <br />t '-:<:', <br /> <br />17 <br /> <br />SId. <br />'9Id. <br />~o1d. <br /> <br />.-:'~~- <br />:~f}~~ <br /> <br />at 23 <br /> <br />ll1d. at 24 <br />l2Id. <br />1 'Id. at ,11 <br />1 4Id. <br /> <br />ISHarris and Hoover, Forecasting Hurricane-Indu ced High Water <br />Resources 4(2) GEOFISICA J.NTElli~ACIONAL 63, 74, Mexico (1964). <br /> <br />'16 ' <br />See W. BASCOH, WAVES AND BEACHES, 102-121 (1964) for a <br /> <br />d escr'iption of tsunamis and their effects. <br /> <br />17see Testimony of Senator Tydings, Congressional Aecord, <br />Mar. 13, 1967, reproduced in Senate Hearings, before the <br />Subcommittee on Flood Control-Rivers and Harbors of the <br />'Conun~ ttee on !?Ub.L:cc WorKs, 90th Congress, 1st bession on <br />S .1262, ,page 8 (Se9tem;:,er 25, 1967). A gocd general di,scussion <br />of erosion problems is contained ip- ,these Hearings. Erosion <br />is both a seacoast and inland problem. See l>Iichigan \-'later <br />Resources 'CoTImlission, Department of Natural Resources, <br />GREAT LAKES SHORELAND ~u1NAGEM8NT AND EROSION DhV~GE CONTROL <br />FOR MICHIGAN (1970); A. Striegl, SHORELAND l'J"D FLOOD PLAIN <br />ZONING ALONG THE WISCONSIN SHOP~ OF LAKE MICHIGAN; Wisconsin <br />Department of Natural Resources (1968). <br /> <br />lBU.S. Army, of Corps of Engineers, Coastal Engineering Research <br />Centeor,~D AGAINST THE SEA, 2 Misc. Paper No. 4-:64 (May, 1964), <br /> <br />19Id. at 4. <br /> <br />2OId. at 23. <br /> <br />2l1d. at 27. <br /> <br />221d. Damage can be avoided by a design of the groin to permit <br />sand to pass over the top to nourish downstream shores. <br />for example, ' <br />2'1d. A Seawall, may be detrimental to a beach due to the <br />aownward force of water caused by waves striking the wall <br />which erodes sand from the beach. <br /> <br />:~~F) <br />