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' 13 <br /> ' Hydrograph Report <br /> Tuesday,Jun 19.2007 <br /> ' Hydraflow HyCrographs by Intel;solve v9.1 <br /> Hyd. No. 1 <br /> ' Predeveloped <br /> Peak discharge = 0.182 cfs <br /> Hydrograph type = SCS Runoff Time to peak = 1030 min <br /> Storm frequency = 100 yrs Hyd. volume = 9,483 cuft <br /> , Time interval = 5 min Curve number = 60' <br /> Drainage area = 6.220 ac Hydraulic length = 0 ft <br /> Basin Slope = �•� % Time of conc. (Tc) = 10.00 min <br /> ' Tc method = TR55 Distribution = Type IA <br /> Totai precip. = 3.30 in Shape factor = 484 <br /> Storr duration = 24 hrs _ <br /> ' 'CompcsllefArea;CN1=I16220x1)116220 -�- - - --�--'--- � - - — �- -� ---�- - �� <br /> ' <br /> Predeveloped p �cts) <br /> ' Q (cfs) Hyd. No. 1 - 100 Year --- <br /> 0.50 <br /> 0 50 — I I I <br /> ' - - _ _ _ - 0.45 <br /> 0.45 - <br /> , -- - __ — 0.40 <br /> 0 40 - <br /> 0.35 <br /> , 0 35 -- -- <br /> _ _ - - 0.30 <br /> , 0.30 -------- - - - _ _ _ -- <br /> - 0.25 <br /> 025 - -- --- <br /> 1 -- - - — --- - --- — - - 020 <br /> 020 <br /> ' _ _ _ — -- 0.15 <br /> 0.15 <br /> _ - 0.10 <br /> ' 0.10 — — — - - <br /> - — _� _ - 0.05 <br /> , 0.05 --- - — <br /> 0.00 <br /> 0.00 <br /> ' Q �Zp 240 360 480 600 720 840 960 1080 1200 1320 1440 156ime (rrin) <br /> -- Hyd No 1 <br /> 1 <br />