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<br />I <br /> <br />I <br /> <br />I <br /> <br />Project Description <br />Worksheet <br />Flow Element <br />Method <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 ftIft <br />Bottom Width 3,000.00 ft <br />Discharge 1,250.00 cfs <br /> <br />I <br /> <br />I <br /> <br />Results <br /> <br />I <br /> <br />Depth 0.44 ft <br />Flow Area 1,317.4 ft2 <br />Wetted Perim. 3,000.88 ft <br />Top Width 3,000.00 ft <br />Critical Depth 0.18 ft <br />Critical Slope 0.093730 ftIft <br />Velocity 0.95 ftIs <br />Velocity Head 0.01 ft <br />Specific Ener~ 0.45 ft <br />Froude Numb. 0.25 <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 />08/11/04 03:22:48 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 />FlowMasterv6.1 [6140] <br />Page 1 of 1 <br />