|
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />Sand Draw u/s of mouth
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File
<br />Worksheet
<br />Flow Element
<br />Method
<br />Solve For
<br />
<br />c:\seca\buffalo\hydraul\sandl.fm2
<br />Sand Draw just U/S of mouth
<br />Irregular Channel
<br />Manning's Formula
<br />DischarQe
<br />
<br />Section Data
<br />Wtd. Mannings Coefficient
<br />Channel Slope
<br />Water Surface Elevation
<br />Discharge
<br />
<br />0.040
<br />0.058000 Nit
<br />91.20 It
<br />7,071 .85 cts
<br />
<br /> HWM
<br /> 94.0 - r - ,- -,. . -,- -, - . ., - . . ., - ,
<br /> 93. . . - ~ - ~ -,- . . . ~ - . . ~
<br /> 92.0 . . '. - . - '. . . , . , - , . !
<br /> - -
<br /> 91.0 - r . - - . r "'- . - .,. - ., . . ., . . -. - . . . -.
<br />~
<br />=
<br />~90.0 . - ~ . ,. . '. '. - -'. . . .' . . - . .' . . ~ . . ~
<br /> ,
<br />c '. , . , , , , ,
<br />0 89.0 . - . . . . . - . . - . . . - . - . . . . . . .' . . -'
<br />i , ,
<br />> 88.0 . . . . . . . - - . . . - . . .
<br />Q) r r - ,. .,. ',- .,. " . " . ... ,
<br />ijj
<br /> 87.0 . - ~ . . - ~ - - ,. . .,. . -,. . .'. - ., . .. . -' . . ~
<br /> 86.0 , , , , , !
<br /> - .- . - . . . - . - . . . . . . . .
<br /> , , ,
<br /> ,
<br /> 85.0 - . r . ,.. .,. - .,' - ., . - - ., . . -. . . . -.
<br /> 84.0
<br /> 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 200.0
<br /> Station (II)
<br />
<br />
<br />
<br />
<br />07/18/96
<br />07:21 :30 AM
<br />
<br />Colorado Water Conservation Board
<br />Haestad Methods, Inc, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
<br />
<br />AowMaster VS.12
<br />Page 1 of 1
<br />
|