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Table 3 (Continued) <br />Stage-Discharge Table of Principal Spillway <br />for Pond NO, 003 <br />Seneca II Mine, Routt County, Colorado <br />PIPE CULVERT ANALYSI3 <br />DETERMINATION OF CONTROL AND HEADWATER ELEVATION <br />Flow Rate (cubic feet per second) <br />Culvert Diameter (feet) <br />Tailwater Elevation above Culvert Flow-Line (feet) <br />Manning`s Roughness Coefficient (n-value) <br />Entrance Loss Coefficient of Culvert Opening <br />Orifice Flow Coefficient of Culvert Opening <br />Culvert Length (feet) <br />Culvert Slope (feet per foot) <br />Channel Flow Velocity Downstream (feet per second) <br />*** RESULTS *** <br />INLET CONTROL HEADWATER ABOVE CULVERT FLOW-LINE (FEET) <br />Outlet Control Headwater above Culvert Flow-Line (feet) <br />Head Loss Through Culvert (feet) <br />Flow Velocity in Culvert (feet per second) <br />Froude Number in Culvert <br />Velocity Head in Culvert (feet) <br />SPECIAL INFORMATION FOR INLET CONTROL CONDITIONS: <br />Normal Depth of Flow in Culvert (feet) <br />i <br />0.025 <br />0.9 <br />0.5 <br />10 <br />0.00i <br />2.77 <br />1.86 <br />1.02 <br />1.56 <br />5.09 <br />1.269 <br />0.40 <br />0.50 <br />Revised 8/27/86 <br />7-6b-g <br />