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<br />Holila Ditch Proposed 1 O-year Channel Design <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: Ihaes tadlfmwlhol ita -e, fm2 <br />Holita Ditch Proposed 10-year Design <br />Trapezoidal Channel <br />Manning's Formula <br />Discharge <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 />01124197 <br />09:29:17 AM <br /> <br />0,035 <br />O,0050001t/ft <br />4,50 fl <br />2,000000 H : V <br />2,000000 H : V <br />8.00 fl <br />447.50 cfs <br /> <br /> <br /> <br />"" <br /> <br />~ <br />1. <br /> <br /> <br />I. <br /> <br />.1 <br /> <br />~b. <br /> <br />H 1 <br />NTS <br /> <br />8.00 ft <br /> <br />'PLA1E '2. <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 />