|
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />95.0 - - - - - - - - -, - - - - - - - - - "T - - - - - - - - - r - - - - - - - - -,- - - - - - - - - .., - - - - - - - - - T - - - - - - - - -
<br />I I I I
<br />I I I I
<br />I I f I
<br />I I t I
<br />I I I I
<br />I I I I
<br />
<br />94.5 - - - - - - - -:- - - - - - - - - - - - - -- - - - - - - - - - - - -:-- - -- - - - - ~ - - - - - - - - - + - --
<br />
<br />I tit
<br />I I I I
<br />, "
<br />, "
<br />, "
<br />
<br />94.0 - - - - - - - ~- - - - - - - - - of - - - - - - - - -I- - - - - - - - - -:- - - - - - - - - ~ - - - - - - - --
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />-~--------- --------- ---------1---------
<br />, ,
<br />, ,
<br />, ,
<br />,
<br />,
<br />,
<br />--------+---------I----------I---------~--
<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 />, , ,
<br />- - -1- - - - - - - - - r- - - - - - - - -1- - - - - - - --
<br />
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, ,
<br />_ _ _ _ _ __ _ L._ _ _ _ _ _ _ _ _1_ _ _ _ ___
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />--r---------I----
<br />, ,
<br />, ,
<br />, ,
<br />,
<br />,
<br />,
<br />
<br />,
<br />,
<br />,
<br />---------1
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />, ,
<br />------+------___1
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />---------r---------I
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />-~---------~---------
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />----,---------r---------I
<br />,
<br />,
<br />,
<br />,
<br />
<br />Western Country Trib -Section #3
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:\haestad\fmw\elbert-c,fm2
<br />Worksheet Western Country Trib - Section #3
<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 />0,035
<br />0,029000 flIft
<br />93,30 ft
<br />540,62 cfs
<br />
<br />g
<br />
<br />
<br />93.5
<br />
<br />c
<br />093.0
<br />:;::;
<br />ro
<br />>
<br />~
<br />w
<br />
<br />,
<br />--------....-
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />---------,-----
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />--------~---------~
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />--------.---------,------
<br />,
<br />,
<br />,
<br />,
<br />
<br />
<br />92,5
<br />
<br />
<br />92.0
<br />
<br />91.5
<br />
<br />91,0
<br />0.0
<br />
<br />10,0
<br />
<br />20.0
<br />
<br />30.0 40,0
<br />Station (ft)
<br />
<br />07/24/00
<br />03:57:39 PM
<br />
<br />
<br />50.0
<br />
<br />60.0
<br />
<br />70.0
<br />
<br />Colorado Water ConselVation 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 />
|