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<br />. <br /> <br />. <br /> <br />. <br /> <br />LOdgepole Creek at Ovid <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File c:lhaestadlfmwllodgepoLfm2 <br />Worksheet Lodgepole Creek at Ovid <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Water Elevation <br /> <br />Section Data <br />Wtd. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />0.060 <br />0.002400 tuft <br />95.34 ft <br />3,500.00 cfs <br /> <br />, <br />, <br />, <br />, <br />94. ----------+----------~----------------------~ <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />92.0 _ _ _ _ _ _ _ - - ~ _ _ _ _ _ _ _ _ - - ~ _ _ _ _ _ _ _ _ _ _ _:__ <br /> <br />, , , <br />, , , <br />, , , <br />, , , <br />, , , <br />, , , <br />, , , <br /> <br />290.0 - - - - - - - - - ~ - - - - - - - - - - ~ - - - - - - - - - - -' <br />~ , , <br />, , <br />, <br />, <br />, <br /> <br />96.0 <br /> <br />c <br />o <br />:;::: <br />III <br />~ <br />_ 88.0 <br />UJ <br /> <br />86,0 <br /> <br />84,0 <br /> <br />82,0 <br />0,0 <br /> <br />04/06/00 <br />03:32:22 PM <br /> <br />----------T----------,----------~-----------~----------T----------, <br />I I I t I I <br />I I I I I I <br />, <br />, <br />, <br />, <br />, <br />, , <br />----7----------1 <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , , <br />--------~----------~----------~ <br />, , , <br />, , , <br />, , , <br />, , , <br />, , , <br />, , , <br />, , , <br />, , , <br />---------r----------r----------, <br />, , , <br />, , , <br />, , , <br />, , , <br />, , , <br />, , , <br />1 1 I , I <br /> <br />__________ ________ _J__________~___________L__________l__________J <br />I I I I I <br />I I I I I <br />I I I , I <br />I I I I I <br />I I I I I <br />I I , I I <br />I I I I I <br />I I I I I <br />---------- ------- --~-----------I-----------~----------+----------~ <br />I I I I I <br />f I I I I <br />I I I I I <br />t I I I t <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />---,-----------I-----------r----------r----------, <br />I r I I <br />I I 1 I <br />I t I I <br />I I 1 I <br />I I I I <br />I I I I <br />I I I I <br /> <br /> <br /> <br /> <br /> <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />----------r <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br /> <br /> <br />50,0 <br /> <br />100,0 <br /> <br />150,0 <br />Station (ft) <br /> <br />200,0 <br /> <br />250,0 <br /> <br />300,0 <br /> <br />Haestad Methods, Inc, 37 Brookside Road Waterbury, CT 06708 (203) 755,1666 <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />