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<br />. <br /> <br />. <br /> <br />N. Fork S. Platte just d/s RC. <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\buffalo\hydraul\nlork1.fm2 <br />N. Fork 01 S. Platte just d/s B.C. <br />Irregular Channel <br />Manning's Formula <br />Discharge <br /> <br />Section Data <br />Wtd. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />0.035 <br />0.005000 Wit <br />gg.OO It <br />23,556.58 cfs <br /> <br />100. <br /> <br />98.0 - <br /> <br />96.0 <br /> <br />g 94.0 <br /> <br />" <br />o 92.0 <br />~ <br />> <br />Ql <br />ill <br /> <br />, <br />- - - - - - - - - - <br /> <br />__________ I <br /> <br />90.0 <br /> <br />88.0 <br /> <br />86.0 <br /> <br />84.0 <br />0.0 <br /> <br />07/18/96 <br />07:21 :07 AM <br /> <br />-, - <br /> <br />-, - <br /> <br />-, - <br /> <br />, <br />- - - - - - - - - <br />, <br /> <br /> <br />-' - <br /> <br />-' - <br /> <br />50.0 <br /> <br />- ,- <br /> <br /> <br />HlN(Vl <br /> <br />. <br /> <br />-,' <br /> <br />- - - - - - - - - - 1 <br /> <br />- - - - - - - - - - -, <br /> <br />- ,- <br /> <br />F <br />, - <br /> <br />. ,- <br /> <br />- - - - - - - - - - 1 <br /> <br />, - <br /> <br />, - - - - - - - - - - <br /> <br />~ - - - - - - - - - - <br /> <br />- '- <br /> <br />_ _ _ _ _ _ _ _ _ _ 1 <br /> <br />- ,- <br /> <br />- - - - - - - - - - , <br /> <br />- '- <br /> <br />J _ _ _ _ _ _ _ _ _ _ <br /> <br />- - - - - - - - - - i <br /> <br />- - - - - - - - - ! <br /> <br />-'- <br /> <br /> <br />- '- <br />, <br /> <br />" - <br /> <br />-'- <br /> <br />- '- <br />, <br /> <br />200.0 <br /> <br />250.0 <br /> <br />300.0 <br /> <br />100.0 <br /> <br />150.0 <br />Station (It) <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 0#1 <br />