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<br />I <br /> <br />I <br /> <br />Cross Section <br />Cross Section for Rectangular Channel <br /> <br />I <br /> <br />Project Description <br /> <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 />Section Data <br /> <br />I <br /> <br />Mannings Coeffic 0.060 <br />Slope ,004400 ftlft <br />Depth 0.67 ft <br />Bottom Width 3,000.00 ft <br />Discharge Z ,500.00 cfs <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />3,000.00 ft <br /> <br />_I~ft <br /> <br />I <br /> <br />I <br />i <br />I"" <br /> <br />'<:7 <br /> <br />I <br /> <br />V:1~ <br />H:1 <br />NTS <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 04:43:46 PM <br /> <br />Love & Associates Inc <br />@ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 <br /> <br />Project Engineer: User <br />FlowMaster v6.1 [6140] <br />Page 1 of 1 <br />