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<br />, <br /> <br />) <br /> <br />Marvine Creek <br />Worksheet for Irregular Channel <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />c:\seca\tom\marvine.fm2 <br />Marvine Creek <br />Irregular Channel <br />Manning's Formula' <br />Water Elevation <br /> <br />Input Data <br />Channel Slope 0.027000 ft/ft <br />Elevation range: 92.00 ft to 100.00 ft. <br />Station (ft) Elevation (ft) <br />0.00 100.00 <br />8.00 96.00 <br />83.00 94.00 <br />85.00 92.00 <br />101.00 92.00 <br />103.00 94.00 <br />153.00 97.00 <br />159.00 100.00 <br />Discharge 2,300.00 cfs <br /> <br />Start Station <br />0.00 <br />83.00 <br />103.00 <br /> <br />End Station <br />83.00 <br />103.00 <br />159.00 <br /> <br />Results <br />Wtd. Mannings Coefficient <br />Water Surface Elevation <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Height <br />Critical Depth <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Flow is subcritical. <br /> <br />0.048 <br />96.76 ft <br />286.99 ft2 <br />144.43 ft <br />142.48 ft <br />4.76 ft <br />96.75 ft <br />0.027221 ft/ft <br />8.01 ft/s <br />1.00 ft <br />97.76 ft <br />1.00 <br /> <br />07/01/96 <br />07:45:04 AM <br /> <br />Roughness <br />0.065 <br />0.045 <br />0.065 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5,12 <br />Page 1 of 1 <br />