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<br />Attachment C-l <br /> <br />Dry Creek at Pueblo, downstream 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\fmw\drycrk-1. fm2 <br />Dry Creek at Pueblo, downstream 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 />100. <br /> <br />98.0 <br /> <br />0.040 <br />0.006000 ft/ft <br />100.00 ft <br />3,097,37 cfs <br /> <br /> <br /> <br />. . . , <br />- - -.......... -. - - -. - -............................... <br /> <br />- <br />- <br /> <br />96.0 .... - - . , - ". . . . . . , , , , ," " . - - , . , . . , , . . . . - - ... , . , , . - - . . ," - , , , , , . , , , <br /> <br />c <br />o <br />'" <br />> <br />Q) <br />w <br /> <br />94.0 <br /> <br /> <br />.. - - -............ - - - - - - - -. <br />, , <br /> <br />............................. - - - -.. -- <br />, . . , <br /> <br />92.0 <br /> <br />, , , <br />.. - - -............ - - - -. -................... <br />, , , <br /> <br />90,0 <br />0.0 <br /> <br />05f16/97 <br />11 :00:07 AM <br /> <br />20.0 <br /> <br />40.0 <br /> <br />80,0 <br /> <br />60.0 <br />Station (It) <br /> <br />Colorado Water Conservation Board <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />100.0 <br /> <br />120.0 <br /> <br />FlowMaster vS.12 <br />Page 1 of 1 <br />