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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 />. 08120102 <br />. 09:59:47 AM <br />. <br /> <br />Section 85 <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 - Isr\granby\granby-s.fm2 <br />Section B5 <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 />112. <br /> <br />110.0 <br /> <br />108.0 <br /> <br />4? <br />~ <br /> <br />c: <br />.Q 106.0 <br />~ <br />CIl <br />[j] <br /> <br />104.0 <br /> <br />102.0 <br /> <br />100.0 <br />0.0 <br /> <br />... <br /> <br />0.040 <br />0.030800 ft/It <br />101.26 It <br />121.00 cis <br /> <br /> <br />20.0 <br /> <br />40.0 <br /> <br />60.0 <br /> <br /> <br />80.0 <br />Station (It) <br /> <br />100.0 <br /> <br />120.0 <br /> <br />140.0 160.0 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT06708 (203) 755-1666 <br /> <br />FlowMaster v5.08 <br />Page 1 of 1 <br />