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<br />Proposed RCP Storm Sewer to Cucharas River <br />Cross Section for Circular Channel <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />c: \h a estad\lmw\ho I i ta - e, 1m2 <br />Prop, RCP Storm Sewer to Cucharas River <br />Circular Channel <br />Manning's Formula <br />Discharge <br /> <br />Section Data <br />Mannings Coefficient <br />Channel Slope <br />Depth <br />Diameter <br />Discharge <br /> <br />01/24/97 <br />09:49:19 AM <br /> <br />0.013 <br />O,010000lUft <br />4,50 ft <br />54,00 in <br />196.64 cIs <br /> <br /> <br /> <br /> <br />4.5D ft <br /> <br />54,OD in <br /> <br /> <br />~~ <br />H 1 <br />NTS <br /> <br />Colorado Water Conservation Board <br />Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06706 (203) 755-1666 <br /> <br />?l.-ATE "} <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />