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<br />SEDCAD+ RIPRAP CHANNII, DESIGN <br />POND U06 SPILLWAY Ck1ANNEI, <br />INE'UT VALUES: <br />Shape TRAPEZOIDAL <br />Discharge 187.50 cfs <br />Slope 15.00 % <br />Sideslopes (L and R) 3.00:1 <br />Bottom Width 15.00 feet <br />RESULTS: <br />Steep Slope Design <br />• Depth <br />Top Width <br />Velocity <br />Hydraulic Radius <br />Manning's n <br />Froude Number <br />D50 <br />Dmax <br />D10 <br />0.79 feet <br />19.76 feet <br />11.11 fps <br />0.69 feet <br />0.040 <br />2.34 <br />1.25 feet <br />1.56 feet <br />0.42 feet <br />3.00:1 <br />(18.75 inches) <br />( 5.00 inches) <br />C~ <br />J <br />