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<br />Existing Railroad Ditch south of Hwy 40 (Sect. C) <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 />, <br /> <br />c:lhaestadlfmwlelk.riv1.fm2 <br />Railroad Ditch south of Hwy 40 (Sect. C) <br />Irregular Channel <br />Manning's Formula <br />Discharge <br /> <br />Section Data <br />Wtd. Mannings Coefficient <br />Channei Slope <br />Water Surface Elevation <br />Discharge <br /> <br />0.045 <br />0.005800 fllft <br />6,532.50 fl <br />452.74 cfs <br /> <br />6535.0 .... '."""' .,...........:"""" .... -. .,.....:"... '."'" .."."..:.... ".""'"' <br /> <br />6533.0 .....:.... .:. . . . .:. . . . . ~ . . . . .;- . . . .', . . . . , . . . . .'. . . . .'. - . . . \ . . . . J . . . . " <br /> <br /> <br />6534.0 ....... - -....................................-. - - ".""........ <br /> <br />6529.0 <br /> <br /> <br />w <br /> <br /> <br />6532.0 <br /> <br />. . . . . . . . . . <br />........................ -.............. ............-..... <br />. . . . . . . . . . <br /> <br />~ <br />- <br />- <br /> <br />c <br />.26531.0 <br />.. <br />> <br />.. <br />w <br /> <br />".. .0('...."... '"... ....... r'" _.'... ,,'....,..........', <br /> <br />6530.0 <br /> <br />, . . <br />................. . <br />, . , <br /> <br />. . . . . . <br />..................... -.......... <br />. . . . . <br /> <br />6528.0 <br /> <br />.... '"... ""... '.,.. -.".. <br /> <br />. . . . <br />'.'... '".... r.... '.'... '.'.... r.... '.'..." <br /> <br />6527.0 <br />0.0 <br /> <br />5.0 <br /> <br />1 0.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 <br />Station (It) <br /> <br />10/16/97 <br />03:04: 11 PM <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 />Page1of1 <br />