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ErnieCPIl Page 1 <br /> Line Capac Vel Crit DnStm Flow Gnd/Rim Grid/Rim HGL HGL Invert Invert ' Incr. <br /> Flow Line Line Line Line Line n-val Lirw <br /> No, Full Ave Depth Ln No Rate El Dn El Up Dn Up Dn Up Q Rate ID Length Length Size Slope Pipe Size <br /> (cfs) (Ws) (ft) (cfs) ., {ft) (ft) (ft) (ft) (ft) (ft) (elk) (cis) (ft) ' (ft) (in) (%) I (in) <br /> 1 I 29,92 11.40 1.47 Outfall _ 20.09 0.00 487.50 , 482.04 485.42 480.54 483.95 0.00 20.09 ExMH-CB1 42,00 42.00 18 8.12 0.013 18 <br /> 2 2937 11.40 147 1 20.09 487.50 487.14 465.44 487.51 483,95 485,14 20.09 2009 CB1•PE4 28,00 28.00 ,; 18 7,82 0.013 18 <br /> r <br /> 1 <br /> i <br /> i <br /> i <br /> i <br /> I <br /> l <br /> } <br /> _. <br /> Project Fete: Hardeson 18 Qu$all 031107.strrl LILNumber of lines:2 I Date: 03.11-2007 <br /> _.. <br /> NOTES: —Critical depth <br /> Cc2r:rti5,1rar4 w Stumm Se ri.240-5 <br />