J_2024 05 09_West Orange Stormwater Management Plan

Post Development West Orange C_03 01 12 Prepared by TRC Engineers, Inc. HvdroCAD® 9.10 s/n 06401 © 2009 HydroCAD Software Solutions LLC Type III 24-hr 10 yr Rainfall=5.21" Printed 3/14/2012 Page 44 Summary for Link Discharge: Analysis Point A Inflow Area = Inflow = Primary = 15.609 ac, 22.82% Impervious, Inflow Depth = 3.36" for 10 yr event 39.70 cfs @ 12.17 hrs, Volume= 4.371 af 39.70 cfs @ 12.17 hrs, Volume= 4.371 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Link Discharge: Analysis Point A Hydrograph — : ---------------------; ------- r ------ — — ; ----------: --------: — — ----------: -------- ; -----------------: — — ; ------- : — i ----------i _ _ 1 7 f i r . f i 44 424 39.70 cfs i i i ------1 ------ T - “ 1 - “ 1 ___ 1 ____ J 1 1 In i r I mk\ 1 'M 284 ~ 264 u 244 1 56 7 =1 < - _! - "I ------1 ------T - ' ___ i ____ L - . _ _ i— j '' J* • L - . — r _ _ L — r - ____u — 104 Me a= 5 .609 ~ _ — — i - -J r- 1 — ____1 ____J - I Inflow I Primary ic L 1 1 ------U - x _ J j —■ i— i ------ 1 — — _ _ i _____j _ i i ------i . u - 4 — — 1 ------1 ------ 1 r - i 1 1 - _i ------ 1 ------1 III - ~ 1------- 1 1 ____ ' | -------1 -----J 1 1 “ - 1-------- 1 -____ 1 ------1 ------ T - 1 1 ----- 1 ------ X _ J ____ 1 — — — — - - I— r - 1 i l i l ------1 ----- X - 4 — i— r i — ___ - - i ____ ------ U _ X _ - — j — 1 i i I “ “1 _ j _ j ___ i ____ i 124 i i i C ~ -1 ____1 ____ 1 _ - r - ___ i ____ i 164 144 i i 1 -----( T 1 1 i r - ■ ____i ____ 184 i — i— - -1— 44 204 i i i ____i — j . — i 224 i ____1 ____ J _ j _ _ i ___ _ i i ___ i iv fl< ___ i ____ 0^ - ___ i ____ i 14 34-: 32-: 30-: i ----- I ------ T - 1 1 I*ni|i ii i|rn i|ViTTT 4v^tmiVirrpm-p iriftmftinp ni| f i n i i i p 1 w ft 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Tima (hours) -- -