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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />Town of Nucla - Calamity Draw <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />d:\cwcb - fsr\08,town of nucla\calamity.fm2 <br />Calamity Draw - Section A <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Section Data <br />Wtd. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />5691. <br /> <br />5690.5 <br /> <br />5690.0 <br /> <br />5689.5 <br /> <br />5689.0 <br /> <br />=- 5688.5 <br />~ <br /> <br />c: <br />,Q 5688.0 <br />ta <br />~ <br />iij 5687.5 <br /> <br />5687.0 <br /> <br />5686.5 <br /> <br />5686.0 <br /> <br />5685.5 <br /> <br />5685.0 <br />0.0 <br /> <br />11/15/00 <br />04:02:25 PM <br /> <br />- <br /> <br />0.057 <br />0.008000 ft/ft <br />5,690.23 ft <br />433.00 cfs <br /> <br /> <br /> <br />50.0 <br /> <br />100.0 150.0 <br />Station (ft) <br /> <br />200.0 <br /> <br />250.0 <br /> <br />Haestad Methods, Inc. 37 Brookside Road WaleltJury, CT 06708 (203) 755-1666 <br /> <br />FIowMastar v5.OB <br />Page 1 of 1 <br />