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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:\haeSlad\fmw\drycrk-l,tm2
<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 />
<br />100,
<br />
<br />99,0 ' - . , , - ,
<br />
<br />98,0
<br />
<br />97,0
<br />
<br />0,040
<br />0,008000 ftlft
<br />100,00 ft
<br />3,588,65 cts
<br />
<br />. . . . . . . . . .. . . . . . . . . .,' . . . . . . . ',' . . . . . . . ',' . . . . . . - - ~ . . . . . . . - .
<br />
<br />, , , .
<br />. . . . . . . . . . . . . . . . . . . . . . - - . . . . .
<br />
<br />, , .
<br />.......................... -' -....
<br />, , .
<br />
<br />, , ,
<br />.... -...................
<br />, , ,
<br />
<br />.
<br />
<br />c
<br />o
<br />CIl
<br />>
<br /><lJ
<br />W
<br />
<br />96,0
<br />
<br />.................,-..... -. -,.......
<br />
<br />95,0 ' - - - - , , , , - , - - - , , , " - , , _ _ , _ , _', , , , , , - . ,', ,."., _ " , , _ , . . . .
<br />
<br />94,0
<br />
<br />. . . ,
<br />................................. - -...
<br />. . , ,
<br />
<br />, ,
<br />-.. -......... - - -......-
<br />
<br />93,0
<br />
<br />........,........ '.' -...... ',' -..
<br />
<br />92,0
<br />0,0
<br />
<br />OSf16/97
<br />11 :00:46 AM
<br />
<br />20,0
<br />
<br />40,0
<br />
<br />120,0
<br />
<br />140,0
<br />
<br />60,0 80,0
<br />Station (ft)
<br />
<br />100,0
<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 "
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