Surface Runoff from Urban Areas
In urban areas, surface runoff is calculated separately for the directly connected impervious area and the disconnected impervious/pervious area. For directly connected impervious areas, a curve number of 98 is always used. For disconnected impervious/pervious areas, a composite curve number is calculated and used in the surface runoff calculations. The equations used to calculate the composite curve number for disconnected impervious/pervious areas are (Soil Conservation Service Engineering Division, 1986):
CNc=CNp+imptot∗(CNimp−CNp)∗(1−2∗imptotimpdcon) if imptot<0.30 6:3.2.1
CNc=CNp+imptot∗(CNimp−CNp) if imptot>0.30 6:3.2.2
where CNc is the composite moisture condition II curve number, CNp is the pervious moisture condition II curve number, CNimp is the impervious moisture condition II curve number, imptot is the fraction of the HRU area that is impervious (both directly connected and disconnected), and impdcon is the fraction of the HRU area that is impervious but not hydraulically connected to the drainage system.
The fraction of the HRU area that is impervious but not hydraulically connected to the drainage system, impdcon, is calculated
impdcon=imptot−impcon 6:3.2.3
where imptot is the fraction of the HRU area that is impervious (both directly connected and disconnected), and impcon is the fraction of the HRU area that is impervious and hydraulically connected to the drainage system.
Table 6:3-2: SWAT+ input variables that pertain to surface runoff calculations in urban areas.
CN2
CNp: SCS moisture condition II curve number for pervious areas
.mgt
CNOP
CNp: SCS moisture condition II curve number for pervious areas specified in plant, harvest/kill and tillage operation
.mgt
URBCN2
CNimp: SCS moisture condition II curve number for impervious areas
urban.dat
FIMP
imptot: fraction of urban land type area that is impervious
urban.dat
FCIMP
impcon: fraction of urban land type area that is connected impervious
urban.dat
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