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<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 />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Cross Section <br />Cross Section for Rectangular Channel <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 />Section Data <br /> <br />Mannings Coeffic 0.060 <br />Slope . 004400 ftIft <br />Depth 0.44 ft <br />Bottom Width :J .000.00 ft <br />Discharge '.250.00 cfs <br /> <br />I <br />I- <br />i <br /> <br /><:7 <br /> <br />_I~ft <br /> <br />3,000.00 ft <br /> <br />V:1L <br />H:1 <br />NTS <br /> <br />untitled. fm2 <br />08/11/04 03:23:00 PM <br /> <br />Project Engineer: User <br />FlowMasterv6.1 [6140] <br />Page 1 of 1 <br /> <br />Love & Associates Inc <br />@ Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 <br />