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<br />Ward Gulch u/s of Jacks Creek <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\saguache.fm2 <br />Worksheet Ward Gulch u/s Jacks Creek <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 />0.049 <br />0.040000 ftlft <br />10.00 ft <br />1,778.65 cfs <br /> <br />10. <br /> <br />4.0 -- <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />------,-------- <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />--.-------~------4_______ <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 />I-------T-------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 />--___J_______l_______~______J_______ <br />I i I I <br />I I I I <br />I I I I <br />I I I I <br />I I t I <br />I I I I <br />I I I I <br />I I I I I <br />-----~-------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 />I i I I <br />------~-------T------~------- -------~------ ------- <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 <br /> <br /> <br />....... 7.0 <br />~ <br />........ <br />c <br />0 <br />:;::; <br />ca <br />> <br />Q) 6.0 - <br />ill <br /> <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br /> <br />9.0 ------ ------- ------~------- _______:_______ <br /> <br />i i <br />I I <br />I I <br />I I <br />I I <br />I I <br /> <br />8.0 - - - - - 4 - - - - - - -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 <br />I I I I <br />-----,-------r------,-------T------ <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 />____J_______L______J_______i <br />i 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 /> <br />5.0 - - - - - ~ - - - - - - - ~ - - - - _ _ ~_ <br />I <br /> <br />3.0 <br />0.0 <br /> <br />5.0 <br /> <br />10.0 <br /> <br />15.0 <br /> <br />20.0 25.0 <br />Station (ft) <br /> <br />30.0 <br /> <br />35.0 <br /> <br />40.() <br /> <br />45.0 <br /> <br />08/06/99 <br />10:06:07 AM <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 />