Laserfiche WebLink
Table 3 <br />State-Discharge for Principal Spillway <br />for Pond NO. 002 <br />Seneca 1I Mine, Routt County, Colorado <br />Revised R/�7/86 <br />7-�8-� -' '' <br />TRAPEZOIDAL CHANNEL ANALYSIS <br />RATING <br />CURVE <br />rOMP <br />Channel <br />Buttom <br />Slope <br />(feet per foot) <br />0.001 <br />Manning`s <br />Roughness <br />Coefficient <br />(n-value) <br />0.055 <br />Channel <br />Qde <br />Slopes - <br />Left Side <br />(horizontal/vertical) <br />2 <br />Channel <br />Side <br />Slopes - <br />Right Side <br />(horizontal/vertical) <br />1 <br />Channel <br />Bottom <br />Width <br />(feet) <br />7 <br />*** RESULTS *** <br />Depth <br />Flow Rate <br />Velocity <br />Froude <br />Velocity <br />Energy Flow <br />Area <br />Top Width <br />(ft) <br />(cfs) <br />(fps) <br />Number <br />Head(ft) <br />Head(ft) <br />(sq ft) <br />(ft) <br />0-30 <br />0.81 <br />0.36 <br />0.120 <br />0.00 <br />0.30 <br />2.23 <br />7.90 <br />0.50 <br />1.91 <br />0.49 <br />0.129 <br />0.00 <br />0.50 <br />3.88 <br />8.50 <br />0.80 <br />4.25 <br />0.65 <br />0.137 <br />0.01 <br />0.81 <br />6.56 <br />9.40 <br />1.30 <br />9.88 <br />0.85 <br />0.145 <br />0.01 <br />1.31 <br />11.63 <br />10.90 <br />1.80 <br />17.65 <br />1.01 <br />0.150 <br />0.02 <br />1.82 <br />17.46 <br />12.40 <br />-2.80 <br />3 9.96 <br />1.27 <br />0.157 <br />0 03 <br />^ <br />2 83 <br />^ <br />^ <br />31 36 <br />15^ 40 <br />45.56 <br />1.32 <br />0.159 <br />003 <br />303 <br />3450 <br />16 0(:. <br />�\pc` <br />\ <br />3.80 <br />72.10 <br />1.49 <br />0.163 <br />0.03 <br />3.83 <br />^ <br />48.26 <br />S. <br />18 40 <br />Revised R/�7/86 <br />7-�8-� -' '' <br />