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<br />Attachment C-2
<br />
<br />Dry Creek at Pueblo, upstream section
<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:\haestad\lmw\drycrk-l.lm2
<br />Dry Creek at Pueblo, upstream section
<br />Irregular Channel
<br />Manning's Formula
<br />Discharge
<br />
<br />Section Data
<br />Wtd, Mannings Coefficient
<br />Channel Slope
<br />Water Surface Elevation
<br />Discharge
<br />
<br />0,040
<br />0.008000 ft/lt
<br />100.00 ft
<br />3,588.65 cfs
<br />
<br />100.
<br />
<br />
<br />99.0 ....... .',." - , . .. - . . . . - - .,- - - . - , . - -,. . , , - , , - '" ' . . . , , . , . . . . . . . . . .
<br />
<br />
<br />98.0 .'. . . . . . . . .'. . . . . . . . .'. . . . . . . . . '. . . . . . . . . '. - - - - - - . . l
<br />
<br />97.0
<br />
<br />, , ,
<br />-............ - -.. - - - - - - - - - - - - -. --
<br />, , ,
<br />
<br />
<br />, , ,
<br />- - - - - - - - - -.............
<br />, , ,
<br />
<br />~
<br />-
<br />
<br />c:
<br />o 96.0 ..", - - . . ' . . . . - . . .. . . . . . . . ',' . . . . . . ", ...... - ." . . . - , , . . . ' - . , , , . . .
<br />;;;
<br />>
<br /><1l
<br />W
<br />
<br />95.0 . - . . . . . . . . . . . . . . - " - - - - - - - . .'. . . . - - - - .'.
<br />
<br />94.0
<br />
<br />. . . .
<br />........ - - - - -. -.......................
<br />. . . .
<br />
<br />, , ,
<br />............ -. - - - - - - - - - --
<br />, , ,
<br />
<br />93,0
<br />
<br />- -......... - - -. - -..................................
<br />. . . . ,
<br />
<br />........... -
<br />, ,
<br />
<br />92.0
<br />0.0
<br />
<br />20,0
<br />
<br />40.0
<br />
<br />60.0 80.0
<br />Station (It)
<br />
<br />100.0
<br />
<br />120.0
<br />
<br />140.0
<br />
<br />05/16/97
<br />11 :00:46 AM
<br />
<br />Colorado Water Conservation Board
<br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755.1666
<br />
<br />FlowMaster v5.12
<br />Page 1 of 1
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