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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 />WId, Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />0,040 <br />0,006000 ftllt <br />100,00 It <br />3,097,37 cIs <br /> <br />100, <br /> <br /> <br /> <br />98,0 <br /> <br />, , , <br />.......................... -......................... <br /> <br />96,0 """ - " "" " . " " _ ..." ",,, _ " _ " _ " " "" <br /> <br />. <br /> <br />c <br />o <br />'" <br />> <br />" <br />w <br /> <br />94,0 <br /> <br />.............. -..... - -.... <br />, , <br /> <br />92,0 <br /> <br />, , , <br />.................... -................ - -... <br />, , , <br /> <br />90,0 <br />0,0 <br /> <br />20,0 <br /> <br />40,0 <br /> <br />60,0 <br />Station (It) <br /> <br />80,0 <br /> <br />100,0 <br /> <br />120,0 <br /> <br />05/16/97 <br />11 :00:07 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 <br />