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<br />Table <br />Rating Table for Irmgulal" Channel <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />c: Ihaestadllmwl/jts. 1m2 <br />Ditch Profile <br />Irregular Channel <br />Manning's Formula <br />Discharge <br /> <br />Constant Data <br />Channel Slope <br /> <br />0.005000 ftllt <br /> <br />Input Data <br /> <br />Water Surface Elevation <br /> <br />Minimum <br />53.30 <br /> <br />Maximum <br />54.00 <br /> <br />Increment <br />..----. <br />0.10 It <br /> <br />.-Bating Table <br />Water Surface <br />Elevation <br />(It) <br /> <br />Wtd. Mannings <br />Coefficient <br /> <br />53.30 <br />53.40 <br />53.50 <br />53.60 <br />53.70 <br />53.80 <br />53,90 <br />54.00 <br /> <br />0.035 <br />0,035 <br />0.035 <br />0,035 <br />0.035 <br />0.035 <br />0,035 <br />0,035 <br /> <br />Discharg'~ <br />(efs) <br /> <br />Velocity <br />_--1!Vs) <br /> <br />48.78 0.80 <br />113.84 1.02 <br />209.93 23' 1.14 <br />358.73 "''73 1.33 <br />574,57 6rr 1.58 <br />832.2 1 'o~l 1.80 <br />1,130.20 2.01 <br />1,467,6'1 2.20 <br /> <br />11117 rc fl11J foMr leG', ('(Jec/oie.J liSi/\J 1'/CJi1I!js <br />fc fiJe urcxd {j;o~-kJ I.c'e,r ('olculo./70'tS {; <br /> <br />.;;; /'1" Ie; fe, <br />Ctuflow <br /> <br />('cr'lj)O"C <br />f?r(q Z. <br /> <br />01128197 <br />09:28:08 AM <br /> <br />Greenhome & O'Mara <br />Haestad Methods. Inc. 37 Brookside Road Waterbury, CT GEllOB (203) 755-1666 <br /> <br />FlowMasler v5.10 <br />Page 1 of 1 <br />