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<br />Unnambed trib d/s of CR51, E of Hwy 23 <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\amherst-.fm2 <br />Worksheet Unnambed trib dls of CR51, E of 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 />0.032 <br />0.003000 ftlft <br />4.70 ft <br />478.16 cfs <br /> <br />E" 3.5 <br />......... <br /> <br />c: <br />o <br />:;::; <br />ro <br />> <br />~ 3.0 <br />UJ <br /> <br />07/28/98 <br />03:31 :19 PM <br /> <br />5.0 <br /> <br />- - - - - - - - -1- - - - - - - - - , - - - - - - - - - T - - - - - - - - - r- - - - - - - - - -,- - - - - - - - - ., - - - - - - - - - , <br /> <br />I I I I I I <br />I I I I I I <br />I I I I I I <br />I I I I I I <br /> <br />4.5 <br /> <br /> <br /> <br />, <br />I <br />_________,_________J_______ _ <br />, <br />, <br />, <br />, <br />I <br />I <br />I <br />I I <br />------~---------+---------~---------I---------~-------__~ <br />I I I I I I <br />I I I I I I <br />I I I I I I <br />I I I I I I <br />I I I I I <br /> <br /> <br />- - - J - - - - - - - - -1- - - - - - - - v=~ -- - -- - --:- -- - - - - - J -- - -- -- - J <br /> <br /> <br />I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I I <br /> <br />_J_________l_________L_________L________J_________J <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I <br />I I I I <br />---------~---------I---------~---------~ <br />I I I <br />I I I <br />I I I <br />I I I <br />, I I <br />I I I <br />I I I <br />I I I <br />---------r---------I---------~--------- <br /> <br />I , I <br />I I I <br />I , I <br />I , I <br />I I I <br />I I I <br />I I I <br /> <br />4.0 <br /> <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />- - - - - - - - -1- - <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />- - - - - - - - -1- - - - - <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />- - - - - - - - _1- _ _ _ _ _ _ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />- - - - - - - - -1- - - - - - - - - -I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />- - - - - - - - -.- - - - - - - - - <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />2.5 <br /> <br />2.0 <br /> <br />1.5 <br />0.0 <br /> <br />20.0 <br /> <br />40.0 <br /> <br />60.0 ~IO.O <br />Station (ft:) <br /> <br />100.0 <br /> <br />120.0 <br /> <br />140.0 <br /> <br />Colorado Water Conservation Board <br />Haestad Methods, Inc, 37 Brookside Road WaterblJry, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5,12 <br />Page 1 of 1 <br />