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RIPRAP SIZING CHART <br /> RIPRAP DESIGNATION AND d50 SIZE <br /> 20 <br /> co <br /> LL <br /> 15 VH(24') ' <br /> >- I 1-108"j ' <br /> .. O <br /> Lu 10 , i I M(12�) <br /> I <br /> L( 8' <br /> VL(6') <br /> � l i � <br /> I <br /> 14 <br /> I <br /> 0 <br /> 0 .05 .10 .15 .20 .25 <br /> CHANNEL SLOPE S <br /> SIZING DERIVED FROM FORMULA: <br /> Ol <br /> W V$ 0.17 _ V$ 0.1T 2 <br /> = 5.8 OR d 50 <br /> d 0.5 (S —1) 0.66 �7.5 8 <br /> so s <br /> ASSUMING SPECIFIC GRAVITY OF RIPRAP, SS = 2.5 <br />• <br /> E I <br /> Z REFERENCE: DRAINAGE CRITERIA MANUAL, URBAN DRAINAGE AND FLOOD CONTROL <br /> o <br /> c = DISTRICT-69, DENVER, MAJOR DRAINAGE SECTION. <br /> 0 <br /> 0 it Golder Associates <br />