<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />LOdgepole Creek at Ovid
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:lhaestadlfmwllodgepoLfm2
<br />Worksheet Lodgepole Creek at Ovid
<br />Flow Element Irregular Channel
<br />Method Manning's Formula
<br />Solve For Water Elevation
<br />
<br />Section Data
<br />Wtd. Mannings Coefficient
<br />Channel Slope
<br />Water Surface Elevation
<br />Discharge
<br />
<br />0.060
<br />0.002400 tuft
<br />95.34 ft
<br />3,500.00 cfs
<br />
<br />,
<br />,
<br />,
<br />,
<br />94. ----------+----------~----------------------~
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />92.0 _ _ _ _ _ _ _ - - ~ _ _ _ _ _ _ _ _ - - ~ _ _ _ _ _ _ _ _ _ _ _:__
<br />
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />
<br />290.0 - - - - - - - - - ~ - - - - - - - - - - ~ - - - - - - - - - - -'
<br />~ , ,
<br />, ,
<br />,
<br />,
<br />,
<br />
<br />96.0
<br />
<br />c
<br />o
<br />:;:::
<br />III
<br />~
<br />_ 88.0
<br />UJ
<br />
<br />86,0
<br />
<br />84,0
<br />
<br />82,0
<br />0,0
<br />
<br />04/06/00
<br />03:32:22 PM
<br />
<br />----------T----------,----------~-----------~----------T----------,
<br />I I I t I I
<br />I I I I I I
<br />,
<br />,
<br />,
<br />,
<br />,
<br />, ,
<br />----7----------1
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, ,
<br />, , ,
<br />--------~----------~----------~
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />---------r----------r----------,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />1 1 I , I
<br />
<br />__________ ________ _J__________~___________L__________l__________J
<br />I I I I I
<br />I I I I I
<br />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 I
<br />I I I I I
<br />---------- ------- --~-----------I-----------~----------+----------~
<br />I I I I I
<br />f I I I I
<br />I I I I I
<br />t I I I t
<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-----------r----------r----------,
<br />I r I I
<br />I I 1 I
<br />I t I I
<br />I I 1 I
<br />I I I I
<br />I I I I
<br />I I I I
<br />
<br />
<br />
<br />
<br />
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />----------r
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />
<br />
<br />50,0
<br />
<br />100,0
<br />
<br />150,0
<br />Station (ft)
<br />
<br />200,0
<br />
<br />250,0
<br />
<br />300,0
<br />
<br />Haestad Methods, Inc, 37 Brookside Road Waterbury, CT 06708 (203) 755,1666
<br />
<br />FlowMaster v5.12
<br />Page 1 of 1
<br />
|