|
<br />0,1;102/98
<br />
<br />IJ,59
<br />
<br />ti'JOJ 866 .j.j H
<br />
<br />CWCB
<br />
<br />_ 41J OOJ
<br />
<br />Schaefer Draw above Weldona, section 2
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:\haestad\fmw\weldona1,fm2
<br />Worksheet Schaefer Draw above Weldona, section 2
<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 />0,003900 fVft
<br />95,90 ft
<br />719,32 cfs
<br />
<br />~.
<br />
<br />97.5
<br />
<br />------,-------r------~-------T------~-------~--.-----r______~-------.
<br />,
<br />,
<br />,
<br />,
<br />, ,
<br />------~-------~------~-------~------~-------.-_._--._,-------~-------,
<br />
<br />97.0
<br />
<br />96.5
<br />
<br />I I I I
<br />-----~-------~--.---~-------~------4------_.-------1---___.~---
<br />" ,
<br />,
<br />
<br />96,0 -
<br />
<br />
<br />----~-------~------~-------~-----.~-------~-------~------ -----
<br />
<br />95,5
<br />~
<br />~
<br />
<br />,
<br />,
<br />,
<br />, ,
<br />--~-------~------~------_.------~---._--.-------~--
<br />, ,
<br />, ,
<br />, ,
<br />,
<br />I I I J I I
<br />~-------~------~------_.------~-------.------
<br />I I I I I
<br />I I 1 I ,
<br />I ! I ! I
<br />I 1 I I
<br />, ,
<br />
<br />,=
<br />
<br />,
<br />,
<br />,
<br />,
<br />,
<br />-,
<br />,
<br />,
<br />,
<br />
<br />c
<br />g 95.0
<br />'"
<br />>
<br />j1
<br />w 94.S
<br />
<br />-------~------~-------~-------I-------~---- ._I_______~_______J
<br />
<br />94.0
<br />
<br />______J_
<br />,
<br />,
<br />,
<br />,
<br />,
<br />______.1___
<br />
<br />,
<br />,
<br />,
<br />,
<br />I I I I
<br />---L______J_______~______J____
<br />! I I I
<br />, , ,
<br />. , ,
<br />. ,
<br />
<br />_ _ _ _ _1_ _ _ .. .. ... _ oJ _ _ _ _ _ _ _ I
<br />
<br />93.0
<br />
<br />______.1_____
<br />,
<br />,
<br />
<br />
<br />.
<br />,
<br />,
<br />,
<br />I I , I
<br />__~_______~______~_______r
<br />I I J I
<br />, ,
<br />, ,
<br />, ,
<br />I I I I I
<br />~-------~-----_~_______~_______I_._____J_______1
<br />I r I I I ,
<br />I I I 1
<br />I I I I
<br />, , ,
<br />, , ,
<br />
<br />93.S
<br />
<br />92.5
<br />0.0
<br />
<br />10.0
<br />
<br />20.0
<br />
<br />30.0
<br />
<br />40.0
<br />Station
<br />
<br />50.0
<br />(ft)
<br />
<br />60.0
<br />
<br />70.0
<br />
<br />80.0
<br />
<br />90,0
<br />
<br />04/02i\l~
<br />01:41:15 PM
<br />
<br />Colomdo Water conMrvation Soard
<br />Haestad Methods, Inc. 37 BrOok$ide Road Waterbury, CT 0670B (203l75S*1666
<br />
<br />FlowMastar "5 , 2
<br />Page 1 of 1
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