J_2024 05 09_West Orange Stormwater Management Plan

Type III 24-hr 2 yr Rainfall=3.42" Post Development West Orange B_03 01 12 Prepared by TRC Engineers, Inc. Printed 3/14/2012 Page 17 HydroCAD® 9.10 sIn 06401 © 2009 HydroCAD Software Solutions LLC Summary for Pond MH-A: MH-A to MH-B [43] Hint: Has no inflow (Outflow=Zero) 0.000 af 0.00 hrs, Volume= 0.00 cfs @ Primary = Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 0.00' @ 0.00 hrs Invert Outlet Devices 599.00' 12.0" Round Culvert L= 74.0' Ke= 0.500 Inlet / Outlet lnvert= 599.00’ / 598.00' S= 0.0135 V Cc= 0.900 n= 0.020 Corrugated PE, corrugated interior Device Routing Primary #1 Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' TW=598.00' (Dynamic Tailwater) 1=Culvert ( Controls 0.00 cfs) Pond MH-A: MH-A to MH-B Hydrograph I I I • 1 s I t I I I 1 1 ( 1 1 1 I 1 I 1 1 1 I 1 I 1 1 1 I 1 1 1 I 1 I 1 r i i i i 1 i i i i i i i i i i i i i i i i i I i i i i i i i i i i i r . . . . . . 1 1 ) I I 1 1 I • 1 1 I 1 I l i • 1 1 1 1 1 1 * 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 I 1 , i i ' i r ■ -------- — --------------------- — ■ ■ ■ ■ ■ ■ t i i i i ; i ■ — - ■ t i Peak Elev=0.00' M I ! ! 12.0: Round Culvert M n=0.020 L=74.0' S=0.0135 T t 1 4 . . . — i i i i I I 1 1 1 1 1 1 i i 1 ( I , . . . I 111•1 i i I 1 I l • i i « i _! l _! I i l i i i • 1 i . _! _1 t . 1 • i i _____ ! • _! i t i 1 _! i _i l _! 1 1 f o im 0 1 l e 2 3 4 5 6 7 8 i _! . _1 1 _1 _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) _! _! 1 _' ' _ i l l