Laserfiche WebLink
<br />I <br /> <br />I <br /> <br />I <br /> <br />Project Description <br /> <br />Worksheet <br /> <br />Flow Element <br /> <br />Method <br /> <br />Solve For <br /> <br />Rectangular Chann <br />Rectangular Chann <br />Manning's Formula <br />Channel Depth <br /> <br />I <br /> <br />Input Data <br /> <br />Mannings Coeffic 0.060 <br />Slope .004400 ftlft <br />Bottom Width 3,000.00 ft <br />Discharge 2.,500.00 cfs <br /> <br />I <br /> <br />I <br /> <br />Results <br /> <br />I <br /> <br />Depth 0.67 ft <br />Flow Area 1.996.9 ft2 <br />Wetted Perim, 3,001.33 ft <br />Top Width 3.000.00 ft <br />Critical Depth 0.28 ft <br />Critical Slope 0.080357 ftlft <br />Velocity 1.25 ftls <br />Velocity Head 0.02 ft <br />Specific Ener~ 0.69 ft <br />Froude Numb, 0.27 <br />Flow Type 3ubcritical <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />untitled.fm2 <br />08/09/04 04:43:58 PM <br /> <br />Love & Associates Inc <br />@ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 <br /> <br />North Branch at Manassa <br />Worksheet for Rectangular Channel <br /> <br />Project Engineer: User <br />FlowMaster v6.1 [6140) <br />Page 1 of 1 <br />