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Knight H sold <br /> CONSULTING Table4.2 <br /> Cripple Creek and Victor Gold Mining Co. (Newmont) <br /> Cripple Creek and Victor Mine <br /> Stormwater Management Plan Evaluation <br /> Modified EMP 22 Spillways Inlet Weirs Detailed Hydraulic Sizing Calculation Results <br /> Parameter Spillway Inlet Weir <br /> EMP22-1 Weir EMP22-2 Weir <br /> Desig n flow rate cfs , Q100/24 11.0 10.5 <br /> Design bottom width ft , Bf 10.0 10.0 <br /> Design side-slope xH:i V , Z 2.0 2.0 <br /> Design normal flow depth ft , Dn 0.5 0.5 <br /> Design freeboard depth ft , Dfb 1.0 1.0 <br /> Design channel depth ft , Dc 1.5 1.5 <br /> Note: <br /> 1. Results based on the 100-year/24-hour routed peak flows. <br />