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Home My WebLink AboutWPO201300032 Other 2021-08-02 (2)Weir Report Hydraflm Express Extension for Autodesk® AutoCAD® Civil 313® by Autodesk, Inc. Pond #2 Emergency Spillway Design Trapezoidal Weir Highlighted Crest = Sharp Depth (ft) Bottom Length (ft) = 40.00 Q (cfs) Total Depth (ft) = 2.07 Area (sqft) Side Slope (z:1) = 2.00 Velocity (ft/s) Top Width (ft) Calculations Weir Coeff. Cw = 3.33 Compute by: Known Q Known Q (cfs) = 147.43 Depth (ft) 3.00 2.00 1.00 t tt -1.00 Pond #2 Emergency Spillway Design Monday, Aug 2 2021 = 1.05 = 147.43 = 44.20 = 3.34 = 44.20 Depth (ft) 3.00 2.00 1.00 -1.00 Weir W.S. Length (ft)