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<br />Trib. to Frenchman Crk, u/s hwy 23 <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File c:lhaestadlfmwlamherst-.fm2 <br />Worksheet Trib, to Frenchman Crk, u/s hwy 23 <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Discharge <br /> <br />Section Data <br />Wtd. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />0,033 <br />0,004000 tuft <br />94,60 ft <br />578,86 cfs <br /> <br />95.5 - - - - - -,- - -- - -, - - - - - - T - -- - - -r- - - - - - -,- - - - - - ,-- - - - - r - - - - - -r - - - - --,- - - - - -., <br />I I I I I I I I I I <br />I I I I I I t I I I <br />I I I I I I I I I I <br />I I I I I I I I I I <br />I I I I I I I I I I <br />I I I I I I 1 I I I <br />I I I I I I 1 I I I <br />I I I I I I 1 I I I <br /> <br />95.0 -- --~------~------~------~------:------~------~-_____~______:__ ___~ <br />I t r I I I I I I 1 <br />I I I I I I I I I I <br />I I I I I I I I I 1 <br />I t I I I I I I I <br />I I I I I I I I I <br />I I I I I I I I I <br />I I I I I I I I I <br />, <br />, <br />----... <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />--____-1 <br />, , <br />I , <br />I , <br />I , <br />, , <br />I , <br />I I <br />, , <br />I I I t <br />-~______~______l______-l <br />I I , I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />1 I I I I <br />___~______L______L______I______~ <br />I I I I I <br />I I I I I <br />I I I I , <br />1 I I I I <br />1 I I , I <br />1 I I I I <br />1 I I J , <br />1 , I I I <br />1 I I , I <br /> <br /> 94.5 <br />~ <br />~ <br />c <br />0 94.0 <br />.. <br /><1l <br />> <br />Q) <br />W <br /> 93.5 <br /> <br />93.0 <br /> <br />92.5 <br />0.0 <br /> <br />09/08/98 <br />11:05:16AM <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />------1-- <br />I <br />I <br />, <br />, <br />, <br />, <br />, <br />, <br />I I I I I I I I <br />______l______-l______+______~_____~------~______.--____~----- <br />I 1 I I I I I I <br />t I I I I I I <br />I I I I I I I <br />I I I 1 I I I <br />I 1 I 1 1 I I <br />I I I I I I <br />t 1 I I I I <br />I I I I I <br />I I I I I I <br />______l______~__ ___~______~_____~______~____ <br />I I I I I I <br />I I I I I I <br />I I I I I <br />I I I I I <br />I I I 1 I <br />I I I I <br />I I I I <br />I I I t <br />I I I I I <br />______I______~______~______L______I__ <br />I I I I I <br />, , , <br />, I , <br />, I I <br />, , I <br />, I , <br />, , , <br />, , , <br />, I I <br /> <br />t I I I - I I I I <br />---~------+------~------l------~------.-----_~------l- <br /> <br /> <br /> <br /> <br />20.0 <br /> <br />40.0 <br /> <br />60.0 <br /> <br />80.0 <br /> <br />100.0 120.0 <br />Station (ft) <br /> <br />140.0 <br /> <br />160.0 <br /> <br />180.0 <br /> <br />200.0 <br /> <br />Colorado Water Conservation Board <br />Haestad Methods, Ine, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />