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<br />. <br /> <br />West Willow Creek, Overflow Channel <br />Cross Section for Trapezoidal Channel <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />c:\seca\projects\creede\chan-l.fm2 <br />West Willow Creek, Overflow Channel <br />Trapezoidal Channel <br />Manning's Formula <br />Discharge <br /> <br />. <br /> <br />. <br /> <br />10/01/96 <br />08:05:52 AM <br /> <br />Section Data <br />Mannings Coefficient <br />Channel Slope <br />Depth <br />Left Side Slope <br />Right Side Slope <br />Bottom Width <br />Discharge <br /> <br />0.Q15 <br />0.010000 ft/lt <br />3.00 ft <br />2.000000 H : V <br />2.000000 H : V <br />4.00 ft <br />427.04 cIs <br /> <br /> <br />I. <br /> <br />.1 <br /> <br />~~ <br /> <br />H 1 <br />NTS <br /> <br />4.00 ft <br /> <br />Colorado Water Conservation Board <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />