|
<br />Middle Creek just dls of Cabin Draw
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:\haestad\fmw\saguache.fm2
<br />Worksheet Middle Creek #2, just d/s of Cabin Draw
<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 />I
<br />----1---
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />e 7.0 - - -- -- ~- -- - -- ---
<br />
<br />'-" I
<br />
<br />,
<br />c: I
<br />o ,
<br />:.;::; I
<br />ltl ,
<br />> ,
<br />
<br />~ 6.0 __ ______,_________J.____
<br />W 1 1
<br />I 1
<br />, ,
<br />, ,
<br />1 ,
<br />, ,
<br />, I
<br />
<br />5.0 - - - - - - - - ~ - - - - - - - - - ~ - - - - - - - -
<br />,
<br />,
<br />,
<br />I
<br />1
<br />I
<br />1
<br />
<br />4.0 ---------:--------- ---------
<br />1
<br />I
<br />1
<br />1
<br />I
<br />1
<br />I
<br />
<br />10.
<br />
<br />9.0
<br />
<br />8.0
<br />
<br />3.0
<br />0.0
<br />
<br />08/06/99
<br />01 :24:25 PM
<br />
<br />
<br />20.0
<br />
<br />0.040
<br />0.020000 tUft
<br />10.00 ft
<br />2,826.59 cfs
<br />
<br />,""
<br />1
<br />I
<br />,
<br />I
<br />I
<br />1
<br />I
<br />---------~--------
<br />
<br />I
<br />I
<br />,
<br />1
<br />1
<br />,
<br />,
<br />_____._________~---------l
<br />1 ,
<br />, ,
<br />I ,
<br />I
<br />I
<br />1
<br />1
<br />i
<br />---------r--------
<br />1
<br />I
<br />1
<br />I
<br />1
<br />1
<br />I
<br />- - - _"- - - - - - --
<br />1
<br />1
<br />,
<br />I
<br />i
<br />1
<br />1
<br />,
<br />1-------
<br />1
<br />1
<br />1
<br />
<br />
<br />
<br />40.0
<br />
<br />60.0 80.0
<br />Station (ft)
<br />
<br />
<br />-...----,
<br />
<br />,
<br />,
<br />1
<br />,
<br />,
<br />,
<br />---------,---------
<br />I
<br />I
<br />I
<br />1
<br />,
<br />,
<br />,
<br />1
<br />--------~---------I---------~
<br />1 1 I
<br />1 , ,
<br />1 , ,
<br />I I ,
<br />1 i I
<br />I , I
<br />1 I 1
<br />I I I i
<br />---------r---------r--------,
<br />
<br />1 , , ,
<br />1 , 1 ,
<br />1 , 1 ,
<br />1 , 1 ,
<br />I 1 1 1
<br />1 , 1 ,
<br />1 1 I 1
<br />
<br />.J _ _ _ _ _ _ _ _ _ J. _ _ _ _ _ _ _ _ _1_ _ _ _ _. _ _ _ _ .J
<br />1 1 1 1
<br />1 , 1 ,
<br />, , , ,
<br />I I I I
<br />, I , ,
<br />I I I I
<br />I I I I
<br />I I I I
<br />-~---------~---------I---------~
<br />1 ,
<br />1 ,
<br />i ,
<br />1 ,
<br />1 I
<br />1 ,
<br />1 1
<br />I i
<br />- - -1- - - - - - - - - - - - - - - - - -,- - - - -. - - - -
<br />
<br />I 1
<br />, I
<br />, I
<br />I 1
<br />, ,
<br />1 ,
<br />, ,
<br />
<br />100.0
<br />
<br />120.0
<br />
<br />140.0
<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 />
|