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<br />04/02/98 <br /> <br />ti'303 866 H H <br /> <br />CWCB <br /> <br />14:00 <br /> <br />I4J 006 <br /> <br />Schaefer trib above Weldona. section 5 <br />Cross Section for Irregular Channel <br /> <br />PrOject Description <br />Project File c:\haestadlfmwlweldona1.fm2 <br />Worksheet Schaefer trib above Weldona. section 5 <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Discharge <br /> <br />Section Data <br />WId, Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />0.038 <br />0.011000 ftJft <br />93.90 ft <br />349.13 cfs <br /> <br />94. <br /> <br /> <br />..... .......,- - ----.,----....... - -----,.... _...-- ~ -,- - - .-- -,~ -- ----r - -----r. - - ---,- - - - ---, <br /> <br />94.0 -_ <br /> <br />.. <br /> <br />--4------~------...-_____~______t---___~------....--~_ <br /> <br />, <br />.l.. <br />. <br /> <br /> <br />93.5 <br />~ <br />~ <br /> <br />-----~------+------~------,------~------~------~ -----I----...~ <br /> <br />c <br />o <br />'" <br />01 <br />:> <br />j1 <br />W 93.0 <br /> <br />, <br />, <br />, <br />, <br />, <br />, <br />, , <br />_____~~_____J_____ <br />, , <br />, <br />, <br /> <br />92. _____~______.______ <br /> <br /> <br />___L______~____..~______~ <br /> <br />----.~....----I-___-..~------~------~-- <br /> <br />92.0 <br />0.0 <br /> <br />60.0 <br /> <br />.. <br />80.0 100.0 120.0 <br />Station 1ft) <br /> <br />20.0 <br /> <br />40.0 <br /> <br />04/02198 <br />01 :42:04 PM <br /> <br />.. _,_ .. .. _ .. .. -l <br />, , <br />, , <br />, <br />, <br /> <br />, <br />, , <br />--"----' <br /> <br />140.0 <br /> <br />160.0 <br /> <br />180.0 <br /> <br />200.0 <br /> <br />Colorado Water Consli!rvatlon Board <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, C'f 06708 (2.0~.) 755-1666 <br /> <br />FlowMaster v5.'2 <br />Page 1 0/1 <br />