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RIPRAP SIZING CHART <br /> RIPRAP DESIGNATION AND d50 SIZE <br /> i i 1 <br /> 20 I i <br /> 1 I I <br /> W - - - �- - -- --- <br /> i _ <br /> uu- 15 <br /> 1 <br /> ,•' � � 1 1 I 1 1 <br /> H(18' <br /> p <br /> W 10 <br /> > <br /> g,3 1 1 1 <br /> ' L( S` <br /> 1 <br /> ! ! I VL(V) <br /> 5 � � <br /> . 0 <br /> 0 .05 .10 .15 .20 .25 <br /> CHANNEL SLOPE S <br /> SIZING DERIVED FROM FORMULA: <br /> VS 0.17 (VS o.17 2 <br /> = 5.8 OR d 50 — <br /> d50(SS —1) 0.66 7.58 <br /> ASSUMING SPECIFIC GRAVITY OF RIPRAP. SS = 2.5 <br /> REF: URBAN STORM DRAINAGE CRITERIA MANUAL. MAJOR DRAINAGE SECTION . <br /> 4 GEO-HYDRO CONSULTING. INC. <br />