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<br /> <br /> <br />-- <br /> <br />.....,.~ <br />~- <br />~ls;.'S <br />I <br />~ <br />~ <br /> <br />-- <br /> <br />f- <br /> <br />-- <br /> <br />Base <br />flood <br />elevation <br /> <br />Figure3-7 <br /> <br />Piles are mechanically driven into the ground and are therefore less suscejJtible to high- <br />vewcity./woding, erosion, conicaL SCVUT, and frnLwut. Where possible, lateral bracing shvuJd <br />be m7ented parallel to the anticipated flow path (lEMA 1993a). <br /> <br />3-10 <br /> <br />RECOMMENDATIONS <br />