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, 4 <br /> � Hydrograph Report Tuesday.Jun �9,2007 <br /> ' Hydreflow HytlrograPhs by Intelisotve v9.1 <br /> Hyd. No. 2 <br /> , Post Developed (Impervious) <br /> y g p e = SCS Runoff Peak discharge = 0.375 cfs <br /> H dro ra h typ Time to peak = 469 min <br /> ' Storm frequency = 2 Y�S Hyd. volume = 5,184 cuft <br /> Time interval = 1 min Curve number = 98 <br /> Drainage area = 1.190 ac Hydraulic length = 0 ft <br /> Basin Slope = �•� % Time of conc. (Tc) = 1.90 min <br /> , Tc method = TR55 Distribution = Type IA <br /> Total precip. = 1.50 in Shape factor = 484 <br /> Storm duration = 24 hrs <br /> 1 - <br /> tPost Developed (Impervious) Q �cts) <br /> ' Q(cfs) Hyd. No. 2 --2 Year — _ 0.50 <br /> 0.50 — 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 /> ' - - - - --- — — - 020 <br /> 020 - <br /> ' — -- — - 0.15 <br /> 0.15 - <br /> - 0.10 <br /> ' 0.10 — -- — - — <br /> —� _ — 0 05 <br /> ' 0.05 -� <br /> 000 _ — <br /> �__1____ _ o 00 <br /> ' p �2p 240 360 A80 600 720 840 960 1080 1200 1320 1440 15T me(min) <br /> � Hyd No. 2 <br /> 1 <br />