Runoff = 0.53 cfs @ 1.10 hrs, Volume= Routed to Pond 14P : PERVIOUS PAVEMENT 3B 751 cf, Depth= 1.03"
751 cf, Depth= 1.03"
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25"
Area (ac) CN Description
0.200 98 Paved parking, HSG A
0.200 98 100.00% Impervious Area
Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description
3.6 37 0.0300 0.17 Sheet Flow,
0.7 118 0.0200 2.87 Grass: Short n= 0.150 P2= 3.42"
Shallow Concentrated Flow,
Paved Kv= 20.3 fps
4.3 155 Total
Subcatchment 24S: DA-P3 IMPERVIOUS
Subcatchment 24S: DA-P3 IMPERVIOUS