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<br />. <br /> <br />. <br /> <br />Table <br />Rating Table for Irregular Channel <br /> <br />Project Description <br />Project File <br />Worl<sheet <br />Flow Element <br />Method <br />Solve For <br /> <br />c: Ihaestad\lmw\dts. 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 />0,10 It <br /> <br /> Rating Table <br /> Water Surface <br /> Elevation Wid. Mannings Discharge Velocity <br /> (It) Coefficient (cfs) (ftls) <br />. <br /> 53.30 0.035 48.78 0,80 <br /> 53.40 0.035 113,84 1.02 <br /> 53,50 0.035 209.93 2?>' 1,14 <br /> 53.60 0.035 358.73 ""3 1,33 <br /> 53.70 0.035 574.57 ,ro 1,58 <br /> 53.80 0.035 832.21 lo~l 1,80 <br /> 53.90 0.035 1,130.20 2,01 <br /> 54.00 0.035 1,467.61 2.20 <br /> <br />Till? ro/1i16 fo6e", t<.Xe" ('o(C'&/rAeJ IiSrrj I'IO/~S <br />fc fl1e brroJ (jto~kd weir ('0 (C'u {o~o'fJ.S fur <br /> <br />~~r}i.k -10 (bt>ifo,^<2 <br />Ctr:Aow {kt; z. <br /> <br />. <br /> <br />01/28197 <br />09:28:08 AM <br /> <br />Greenhome & O'Mara <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FIowMaster VS.10 <br />Page 1 of 1 <br />