J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 2 yr Rainfall=3.42" Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. Printed 3/14/2012 Page 23 HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Summary for Link Discharge: Analysis Point A Inflow Area = Inflow = Primary = 15.609 ac, 22.82% Impervious, Inflow Depth = 1.83" for 2 yr event 21.97 cfs @ 12.18 hrs, Volume= 2.379 af 21.97 cfs @ 12.18 hrs, Volume3 2.379 af, Atten= 0%, Lag3 0.0 min Primary outflow = Inflow, Time Span3 0.00-30.00 hrs, dt= 0.01 hrs Link Discharge: Analysis Point A Hydrograph —i—n—i— ----- 1----1----1----i---- —i—i—»---------■ Inflow I B Primary | 2-l.a7 r.fs I 24.. i. _ j. . j 23- i err 21.97 cfs —1 -- 2220- InflovV J ^rea=15.609 ac % 19- 18- P 15- -r ' r - i ■ 14 L - « 13- - J _ - - 1 _ I _ _ _ L - J ____ $ 12- m 2!> 1 1 11- 10- _L.tJ__ -~i— --- 1 --- L —!---- _t__ j — j — J _ _ --- I__ i____!__ - L _ i .. J I mi o-- I1 ' M i l l I I l i t 7 8 11 > 1111< 11111 ■ 11 frrr irt-rrrpTi-i |'i» 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) I !