Laserfiche WebLink
E <br />West Perimeter Ditch - Max Flow <br />Friction Method Manning Formula <br />Solve For Discharge <br />Roughness Coefficient <br />Channel Slope <br />Normal Depth <br />Left Side Slope <br />Right Side Slope <br />Bottom Width <br />0.030 <br />210.80 <br />0.00200 <br />ft/ft <br />3.00 <br />ft <br />2.00 <br />ft/ft (H:V) <br />3.00 <br />ft/ft (H:V) <br />12.00 <br />ft <br />Discharge <br />210.80 <br />ft'/s <br />Flow Area <br />58.50 <br />ft2 <br />Wetted Perimeter <br />28.20 <br />ft <br />Hydraulic Radius <br />2.07 <br />ft <br />Top Width <br />27.00 <br />ft <br />Critical Depth <br />1.85 <br />ft <br />Critical Slope <br />0.01213 <br />ft/ft <br />Velocity <br />3.60 <br />ft/s <br />Velocity Head <br />0.20 <br />ft <br />Specific Energy <br />3.20 <br />ft <br />Froude Number <br />0.43 <br />Flow Type <br />Subcritical <br />Downstream Depth 0.00 ft <br />Length 0.00 ft <br />Number Of Steps 0 <br />Upstream Depth <br />0.00 <br />ft <br />Profile Description <br />Profile Headloss <br />0.00 <br />ft <br />Downstream Velocity <br />Infinity <br />ft/s <br />Upstream Velocity <br />Infinity <br />ft/s <br />Normal Depth <br />3.00 <br />ft <br />Critical Depth <br />1.85 <br />ft <br />Channel Slope <br />0.00200 <br />ft/ft <br />Critical Slope <br />0.01213 <br />ft/ft <br />Bentley Systems, Inc. Haestad Methods Solef ddliellboNlaster V81 (SELECTseries 1) 108.11.01.03] <br />2121/2014 5:25:48 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-7551666 Page 1 of 1 <br />