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Worksheet for Pond 30 Weir C b KM I N AL t SLASM%,KC-g t, <br />Project Description <br />Flow Element: Broad Crested Weir <br />Solve For Headwater Elevation <br />Input Data <br />Discharge: <br />0.59 <br />ft3 /s <br />Crest Elevation: <br />5362.00 <br />ft <br />Tailwater Elevation: <br />5362.10 <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 />5362.15 <br />ft <br />Headwater Height Above Crest: <br />0.15 <br />ft <br />Tailwater Height Above Crest <br />0.10 <br />ft <br />Weir Coefficient: <br />2.57 <br />us <br />Submergence Factor. <br />1.00 <br />Adjusted Weir Coefficient: <br />2.57 <br />us <br />Flow Area: <br />0.60 <br />ft <br />Velocity: <br />0.99 <br />ft/s <br />Wetted Perimeter. <br />4.30 <br />ft <br />Top Width: <br />4.00 <br />It <br />