Laserfiche WebLink
Sediment Pond #2 Outfall <br />Worksheet for Trapezoidal Channel <br />Project Description <br />Project File <br />c: \haestad \haestad \fmw \nuvemco .fm2 <br />Worksheet <br />Sediment Pond #2 Outfall <br />Flow Element <br />Trapezoidal Channel <br />Method <br />Manning's Formula <br />Solve For <br />Channel Depth <br />Input Data <br />Mannings Coefficient <br />0.040 <br />Channel Slope <br />0.001000 ft/ft <br />Left Side Slope <br />3.000000 H: V <br />Right Side Slope <br />3.000000 H : V <br />Bottom Width <br />8.00 ft <br />Discharge <br />1.00 cfs <br />Results <br />Depth <br />0.26 <br />ft <br />Flow Area <br />2.25 <br />ft 2 <br />Wetted Perimeter <br />9.62 <br />ft <br />Top Width <br />9.54 <br />ft <br />Critical Depth <br />0.08 <br />ft <br />Critical Slope <br />0.055338 ft/ft <br />Velocity <br />0.45 <br />ft/s <br />Velocity Head <br />0.31 a -2 <br />ft <br />Specific Energy <br />0.26 <br />ft <br />Froude Number <br />0.16 <br />Flow is subcritical. <br />03102/10 FlowMaster v5.08 <br />09 :26:34 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 <br />