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<br />Unnambed trib @CR 49 near CR 34 <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\amherst-,fm2 <br />Worksheet Unnamed trib @CR 49 near CR 34 <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 />0,028 <br />0,004000 flIfl <br />5,10 ft <br />1,257,74 cfs <br /> <br />5,5 <br /> <br />- - - - - - -. - - - - - - - r - - - - - - -,- - - - - - - T - - -- - - - - r- - - - - - <br />I 1 I r I <br />I 1 I I <br />I I I I <br />I r I I <br />r t 1 I <br />I I 1 '\:7 I <br />,- <br /> <br />n .., - -- - - _ _ _ r -- - - - - - -,- - - - - -- - 1 <br />, " <br />, " <br />, " <br />, " <br />, " <br />, " <br />, <br />I I I t I 1 <br />-----,------- --------------7-------1.------.,------- -------,----- -, <br />1 I I I I I <br />1 I I I ! I <br />I I I I I I <br />I I I I I I <br />I I I 1 I I <br />I 1 I I I I <br />I I I 1 I I I 1 <br />4.5 - - - - __.J - - - - - _ _ l. _ _ _ _ _ _ _1_ _ _ _ _ _ _ -l. __ _ __ _ _ _n _ 1.-. _ _"n _ __ n. ...l _ n_ _ _ _ _ _ L __ _ _ _ _ _ _1_ _ _ _ _ __.J <br />t I I t I r I I I <br />I 1 I I I I I t <br />I I I I I I I I <br />I I I 1 I I I I <br />I I I I 1 I I <br />I I 1 I 1 I I <br />I r r ii, I I <br />g 4.0 _ _ _ _ _ _ ~ _ _ _ _ _ _ ~ _ _ __ _ _ _ _:_ _ _ _ _ _ __; __ _ _ _ _ _. __~. _ _ __ _ _ .. ~ _ .n _ _ __ _ _ ~ _ __ _ _ _ _:_ __ _ _ _ __ _ ~ <br /> <br />I I I I I r I I I <br />I 1 1 I I I I I I <br />e,l 1 I I I I 1 1 <br />o I I I I I I I I I <br /> <br />~ : : : : :: :: <br />> r f I J I 1 I I <br />~ 3,5 - - - - - - -i - - - - - -: - - - - - - -i- - - - - - - t - - - - - - -: - - .. - - - : -"I - - - : - - - - - - -i- - - - - - - : <br />i : I I 'A'~ I I I <br />3,0 -- _ h _ J - _ _ _ h - ~ - _ _ _ _ _!_ _ h --..L -- -- -- ~ _ _ __ ~ _ _ __ _ __ L ___ _ __i___ __ __ j <br /> <br />I I I I I I I I <br />:: ~ll" :: <br />I I I I 1 I <br />I I I I I I <br />1 I I I I I <br />I I I I I 1 <br />2.5 ---___~-------~----- _____+_______~_-----~-_-----~-------:-------~ <br />I I I I I I I <br />1 I I I I I <br />I I I I I I <br />I I T I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />_--1-._____---1-_ <br /> <br />5,0 <br /> <br /> <br /> <br />2,0 <br />0,0 <br /> <br />20.0 <br /> <br />40.0 <br /> <br />60,0 <br /> <br />80.0 <br />Station <br /> <br />100,0 <br />(ft) <br /> <br />120,() <br /> <br />140,0 <br /> <br />160,0 <br /> <br />180,0 <br /> <br />07/28/98 <br />0319:45 PM <br /> <br />Colorado Water Conservation 80ard <br />Haeslad Methods, Inc, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5 12 <br />Page 1 of 1 <br />