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Table 3 (Continued) <br />Stage-Discharge Table of Principal Spillway <br />for Pond N0. 003 <br />Seneca II Mine, Routt County, Colorado <br />PIPE CULVERT ANALYSIS <br />nFTF9���AT[�� OF CONTROL AND HEADWATER ELEVATION <br />��'�' '�'��'� � CONTROL <br />Flow Rata (cubic feet per second) <br />Culve�t 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 CO�TROL 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 />1.29 <br />0.5 <br />0.34 <br />0.025 <br />0.9 <br />0.5 <br />1,0 <br />0.001 <br />2.99 <br />2.93 <br />1.39 <br />2.59 <br />6.57 <br />1.637 <br />0.67 <br />0.50 <br />Revised 8/27/86 <br />