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<br />. <br /> <br />. <br /> <br />. <br /> <br />Buffalo Cr u/s of Morrison Cr <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\buffaI04.lm2 <br />Buffalo Cr U/S of Morrison Cr <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 />0.040 <br />0.015000 ftllt <br />93.30 It <br />521.25 cIs <br /> <br />- '- <br /> <br />, <br />------ <br /> <br />_1- _ <br /> <br /> <br />Hw (V\ <br /> <br />95.0 <br /> <br />- ,- <br /> <br />- - ,- - <br /> <br />- -1- - <br /> <br /> <br />" . <br /> <br />. ., <br /> <br />. " <br /> <br />- - ,- - <br /> <br />-1- - <br /> <br /> <br />- - ... - - <br /> <br /> <br />- - ~ <br /> <br />- - - - - - - 1- _ _ _ _ _ _ _ - -1- - <br /> <br /> <br />J <br /> <br />91.5 <br /> <br /> <br /> <br />., <br /> <br />E' <br />~93.0 <br />c <br />092.5 <br />i <br />> <br />Q) 92.0 <br />ijj <br /> <br />- _1- _ <br /> <br />.1. _ <br /> <br />- -I _ <br /> <br />" <br /> <br />J <br /> <br />-,- <br /> <br />',' <br /> <br />-. - - - <br /> <br />---.-- <br /> <br />-, <br /> <br />- -1- _ <br /> <br />____1__ <br /> <br />- -I _ _ <br /> <br />" <br /> <br />91.0 <br /> <br />-' - - <br /> <br />J <br /> <br />90.5 <br /> <br />. (" <br /> <br />- ,- <br /> <br />- -.- <br /> <br />- ., . <br /> <br />. ., <br /> <br />90.0 <br />0.0 <br /> <br />10.0 <br /> <br />20.0 <br /> <br />30.0 40.0 <br />Station (fl) <br /> <br />50.0 <br /> <br />60.0 <br /> <br />70.0 <br /> <br />07/18/96 <br />07:20:35 AM <br /> <br />Colorado Water Conservation Board <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FJowMaster v5.12 <br />Page 1 of 1 <br />