Research Article
Potential Impacts of Projected Climate Change under CMIP5 RCP Scenarios on Streamflow in the Wabash River Basin
Table 5
Initial and final ranges, best estimations, and values for SWAT calibration.
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CN2: SCS runoff curve number for moisture condition II; ALPHA_BF: baseflow alpha factor (days); GW_DELAY: groundwater delay time (days); GWQMN: threshold depth of water in the shallow aquifer required for the return flow to occur (mm); ALPHA_BNK: baseflow alpha factor for bank storage (days); CH_N2: Manning’s “n” value for the main channel; CH_N1: Manning’s “n” value for the tributary channel; EPCO: plant uptake compensation factor; SLSUBBSN: average slope length (m); ESCO: soil evaporation compensation factor; GW_REVAP: groundwater “revap” coefficient; RCHRG_DP: deep aquifer percolation fraction; OV_N: Manning’s “n” value for the overland flow; REVAPMN: threshold depth of water in the shallow aquifer for “revap” or percolation to the deep aquifer to occur (mm); CH_K2: effective hydraulic conductivity in the main channel alluvium (mm/hr); SOL_K: saturated hydraulic conductivity (mm/hr); SOL_AWC: available water capacity of the soil layer (mm); SFTMP: snowfall temperature (°C); SMTMP: snowmelt base temperature (°C); SOL_BD: moist bulk density (mg/m3). V_ means the existing parameter value is to be replaced by a given value; r_ means an existing parameter value is multiplied by (1 + a given value). |