Laserfiche WebLink
Worksheet for Pond 10 Weir NonSub (Rte IIAM) <br />Project Description <br />Flow Element: Broad Crested Weir <br />Solve For: Headwater Elevation <br />Input Data <br />Discharge: <br />1.63 <br />ft3 /s <br />Crest Elevation: <br />5381.50 <br />ft <br />Tailwater Elevation: <br />5380.50 <br />ft <br />Crest Surface Type: <br />Gravel <br />Crest Breadth: <br />5.00 <br />ft <br />Crest Length: <br />4.00 <br />ft <br />Results <br />Headwater Elevation: <br />5381.79 <br />ft <br />Headwater Height Above Crest: <br />0.29 <br />ft <br />Tailwater Height Above Crest: <br />-1.00 'h'• <br />ft <br />Weir Coefficient: <br />2.62 <br />us <br />Submergence Factor: <br />1.00 <br />Adjusted Weir Coefficient: <br />2.62 <br />us <br />Flow Area: <br />1.16 <br />ft. <br />Velocity: <br />1.41 <br />ft/s <br />Wetted Perimeter: <br />4.58 <br />ft <br />Top Width: <br />4.00 <br />ft <br />