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<br />'~ <br /> <br />~ <br /> <br />Marvine Creek <br />Cross Section 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 />Section Data <br />Wtd. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />100. <br /> <br />2 <br />'-' <br /> <br />c <br />..g 96.0 <br />eel <br />> <br />~ <br />W <br /> <br />07/01/96 <br />07:45:24 AM <br /> <br />0.048 <br />0.027000 ft/ft <br />96.76 ft <br />2,300.00 cfs <br /> <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> <br />99.0 <br /> <br />98.0 <br /> <br />97.0 <br /> <br />r - - - - - <br /> <br />T - - - - - <br /> <br />T - - - - - , <br /> <br />L _ _ _ _ _ ! _ _ _ _ _ <br /> <br />.! - - - - - <br /> <br />J _ _ _ _ _ J <br /> <br />r - - - - - <br /> <br />r - - - - - 7 - - - - - <br /> <br />1 - - - - - i <br /> <br /> <br />95.0 <br /> <br />94.0 <br /> <br />93.0 <br /> <br />92.0 <br />0.0 <br /> <br />,-- - - - <br /> <br />i - - - - - <br /> <br />i - - - - - <br /> <br />"'i - - - - - i <br /> <br />20.0 <br /> <br />40.0 <br /> <br />60.0 <br /> <br />80.0 100.0 <br />Station (ft) <br /> <br /> <br />,-----j <br /> <br />_1____- <br /> <br />J <br /> <br />i <br /> <br />J <br /> <br />-.----- <br /> <br />120.0 <br /> <br />140.0 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />-, - <br /> <br />-' - <br /> <br />-' <br /> <br />-, <br /> <br />160.0 <br /> <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />