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<br />Wildhorse Creek u/s hwy :23,7/23/98 <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\amherst-.fm2 <br />Worksheet Wildhorse Creek u/s hwy 23,7/23/98 <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Discharge <br /> <br />Section Data <br />Wtd, Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />293.5 <br />....... <br /> <br />c <br />o <br />:0:; <br />1Il <br />> <br />J!1 93.0 <br />UJ <br /> <br />92.5 <br /> <br />92.0 <br /> <br />91.5 <br />0.0 <br /> <br />09/08/98 <br />10:52:38 AM <br /> <br />0.032 <br />0.003000 ftlft <br />95.00 ft <br />1 ,147.73 cfs <br /> <br />95. <br /> <br /> <br /> <br />--, <br /> <br />94.5 -- --- ------- ------ ------- ------ ------- ------ -- ____ ______ <br /> <br />I <br />I I <br />.J_______L.______.J <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />---,-------r------, <br /> <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br /> <br />______J_______ ______J <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I 1 <br />I I I I <br />---~------~-------~------~ <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />-------r------,-------r------, <br /> <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br /> <br />94.0 _ _ u _ _ <br /> <br />_______L.______.J_______L.______J_______~_____ <br />1 I I I I <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 I I I I <br />I I I I I <br />I I I I I <br />----r------,-------r------,-------r-- <br /> <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 I I I I <br />I I I I I <br />I I I I I <br /> <br />_L______J_______L______J_______ <br />I I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I <br />I I I <br />I I I <br />1 I I <br />----~-------~------4--- <br />I I <br />I I <br />I I <br />I I <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />------,-- <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />______J_____ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />-------1-------...._ <br />I I <br />I I <br />I I <br />I 1 <br />I I <br />I I <br />I I <br />I I <br />------,-------r------ <br /> <br />I I <br />I I <br />I I <br />I r <br />I I <br />I I <br />I I <br /> <br /> <br /> <br />I <br />1 <br />I <br />-r------ <br />I <br />I <br />I <br />I <br />I <br />I <br />r <br /> <br />20.0 <br /> <br />40.0 <br /> <br />60.0 <br /> <br />80.0 100.0 <br />Station (ft) <br /> <br />120.0 <br /> <br />140.0 <br /> <br />160.0 <br /> <br />180.0 <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 of 1 <br />