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<br />. <br /> <br />. <br /> <br />. <br /> <br />Buffalo Cr u/s of Shinglemill Cr <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:\seca\buffalo\hydraul\buffalo3.lm2 <br />Buffalo Creek U/S of Shinglemill Cr <br />Irregular Channel <br />Manning's Formula <br />Discharlle <br /> <br />Section Data <br />Wtd. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharlle <br /> <br />0.040 <br />0.012000 ftllt <br />90.70 It <br />5,675.52 cis <br /> <br /> <br />MWfV' <br /> <br />94. - (" - - - - . - ,- - - - - - - ,- - - . - - - ,- - - - - - -, - - . - - - -, - - - - - - -. - . - . - - ., <br /> - .- - - . . . - .- - - - - - - , - - - - - - - , - - - - - - - , - . - - - - - , - - - - - - -, - -, <br /> <br /> <br /> . <br />~ 90.0 - ,- - . - - - - ,- - - - - - - - . - - - - - - - . - - - - - - - - - - - - . - - - . - - - -, <br />- , , , , , <br />- <br />~ <br />!: , , , , , l <br />0 88.0 - '- - . - - - - '- - - - - - - - - - - - - - - - - - - - - . - . - - - - - - - - - - - - . - - - - <br />~ , <br />> <br /><D <br />iii 86.0 - - - - - - '- - - . - - - '- . , . - - - - - - , - - - - - - - , - . - - - - - , - - - - - - - , - . - - - - .; <br /> <br /> <br /> <br />-' - <br /> <br />-' - <br /> <br />-----... <br /> <br />84.0 <br /> <br />_ L <br /> <br />- '- <br /> <br />- - 1- <br /> <br />-'- <br /> <br />-'- <br /> <br />-' - <br /> <br />82.0 <br />0.0 <br /> <br />10.0 <br /> <br />20.0 <br /> <br />30.0 <br /> <br />40.0 <br /> <br />50.0 <br />Station (It) <br /> <br />60.0 <br /> <br />70.0 <br /> <br />80.0 <br /> <br />90.0 <br /> <br />100.0 <br /> <br />07/18196 <br />07:20:13 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 af 1 <br />