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<br />Middle Creek #1 (most u/s) <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\saguache.fm2 <br />Worksheet Middle Creek #1 (most u/s) <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Discharge <br /> <br />Section Data <br />Wtd. Mannings Coefficielilt <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />0.036 <br />0.022000 ftlft <br />10.00 ft <br />618.46 cfs <br /> <br />10. <br /> <br />c: <br />o <br />:.::; <br />Cll <br />> <br />~ <br />w <br /> <br />8.5 <br /> <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br /> <br />9.5 ---- ---~---------~---------~---------:---------~-------- +--------- <br />I I I 1 1 I <br />1 I 1 1 1 I <br />1 I 1 1 1 I <br />1 I 1 1 1 I <br />I I I I I I <br />1 1 1 I 1 I <br />1 I 1 1 1 I <br />1 I 1 I 1 I <br />I I I I I I <br />I I I I I <br /> <br />9.0 - - - - - - - - 1- _ _ ~ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _1_ _ _ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ ~ _ _ _.. _ _ _ __ <br />1 1 I 1 <br />1 1 1 1 <br />1 I I 1 <br />I! I 1 <br />1 I I 1 <br />I I I I <br />I I I I <br />I I I I <br />I I 1 I <br />I 1 I I <br />I 1 1 I <br /> <br />_ _ _ _ .1 _ _ _ _ _ _ _ _ _ L. _ _ _ _ _ _ _ _ _1_ _ _ _ _ _ _ _ _ .J _ _ _ _ _ _ _ _ _ J. _ _ _ _. _ _ _ _ _ <br />I I I I I <br />I I I I I <br />I 1 1 1 I <br />1 1 I I <br />I 1 I 1 <br />I I I I <br />I I I I <br />1 I ! 1 <br />I I I 1 <br />1 I I 1 <br />1 I I I 1 <br /> <br />_.1_____ ___1.____ ____~________.J_________J._________ <br />1 I I I 1 <br />1 I I I 1 <br />1 I I I 1 <br />1 I I I 1 <br />I I I I 1 <br />I I I I <br />I 1 I 1 <br />1 I 1 <br />1 I 1 <br />1 I 1 <br />I I 1 <br /> <br /> <br /> <br /> <br />e <br />'-' <br /> <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />________..J___ <br /> <br /> <br />8.0 -- - -- -- - <br /> <br />7.5 <br />0.0 <br /> <br />10.0 <br /> <br />20.0 <br /> <br />30.0 40.0 <br />Station (ft) <br /> <br />50.0 <br /> <br />60.0 <br /> <br />70.0 <br /> <br />08/06/99 <br />10:34:09 AM <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMas.er v5.12 <br />Page 1 of 1 <br />