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<br />.
<br />
<br />Sheep Draw dls of Hwy 34 near Greeley
<br />Cross Section for I rregular Channel
<br />
<br />Project Description
<br />Project File
<br />Worksheet
<br />Flow Element
<br />Method
<br />Solve For
<br />
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<br />Sheep Draw d/s of Hwy 34 near Greeley
<br />Irregular Channel
<br />Manning's Formula
<br />Discharge
<br />
<br />.
<br />
<br />.
<br />
<br />06/25/97
<br />11:41:43 AM
<br />
<br />Section Data
<br />Wtd, Mannings Coefficient
<br />Channei Slope
<br />Water Surface Elevation
<br />Discharge
<br />
<br />
<br />100,
<br />
<br />99,0 .
<br />
<br />98,0
<br />
<br />0,032
<br />0,003000 ftllt
<br />100,00 ft
<br />3,213,54 cfs
<br />
<br />
<br />. . . .
<br />.............................................. .
<br />. . . .
<br />
<br />. , ,
<br />...................................... .
<br />
<br />, , ,
<br />.. -.....................
<br />
<br />97,0
<br />
<br />. . . . . . . . . .'. . . . . . . . . . .'. . . . . . . . . . ~
<br />
<br />~
<br />-
<br />
<br />96,0 ,."".,'.., '.","'...""',"'.."'.""..,..".."'..,.""','._
<br />
<br />c
<br />o 95,0 """
<br />Cii
<br />>
<br />"
<br />LU
<br />
<br />94,0
<br />
<br />........ ",".........,......... ","......... ","......... 1
<br />
<br />............................................................... .
<br />. . . . , .
<br />
<br />93,0
<br />
<br />92,0 """"
<br />
<br />. . . , ,
<br />............................................ -........
<br />, . . . .
<br />
<br />. . . . .
<br />.................................................... .
<br />
<br />91,0 ........,
<br />
<br />90,0
<br />0,0
<br />
<br />. -........ .'.................... .'.......... .'.... - -.....
<br />
<br />50,0
<br />
<br />150,0
<br />Station (It)
<br />
<br />100,0
<br />
<br />200,0
<br />
<br />250,0
<br />
<br />300,0
<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 1
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