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<br />Attachment (;-1 <br /> <br />Dry Creek at Pueblo, downstream section <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project Fiie <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />c:lhaestadlfmwldrycrk,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 ft <br />3,097.37 cfs <br /> <br />100, <br /> <br /> <br />c <br />o <br /><<i <br />> <br />" <br />UJ <br /> <br />94,0 <br /> <br />......................... . <br />, , <br /> <br />.................................... . <br />. . . . <br /> <br /> <br />, , <br />.................... . <br /> <br />98.0 <br /> <br />. . . . <br />................................................... . <br /> <br />96,0 ."...."."",.."....." ,.."'."..""..,'.....,..,...",.,.,,.. <br /> <br />~ <br />- <br /> <br />,-, <br /> <br />92,0 <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 01 1 <br />