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HomeMy WebLinkAbout99-96.26Line 3 Q = 1.97 f ✓ = 12 x 12 (Cir) Nv = 0.013 v Len = 28.0 JLC = 1.00 LINE 3FF / Downstream line = 2 Invert Depth HGL rGL Area Vel T -Wid Cover Dnstrm 750.78 12 Upstrm 750.92 12 752.88 752.98 752.96 753.06 0.79 2.51 0.00 0.79 2.51 0.00 4.35 4.21 Drainage area (ac) = 0.67 Slope of invert ( %) = 0.500 Runoff coefficient (C) = 0.45 Slope energy grade line ( %) = 0.307 Time of conc. (min) = 6.00 Critical depth (in) = 7 Inlet Time (min) = 6.00 Natural ground elev. (ft) = 756.13 Intensity @ 10 yr (in /hr) = 6.54 Upstream surcharge (ft) = 1.04 Cumulative C x A = 0.30 Additional Q (cfs) = 0.00 Q = CA x I (cfs) = ----------------------------------------- 1.97 Full -flow capacity (cfs) = 2.52 Q Catchment (cfs) _ l ---------------------------------------------------- Q Carryover (cfs) = 0.00 Gutter slope (ft /ft) = 0.00 Q Captured (cfs) = 0.00 Cross slope (ft/ft) = 0.00 Q Bypassed to 2 (cfs) = ------------------------------------------------------------------------- 1.97 Width of Flow (ft) = 0.00 - - - - --