Research Article

Enhancing Understanding of Hydrologic Processes in the Shafe Watershed, Ethiopia

Table 9

Shafe watershed sensitive model parameters and ranks.

Parameter nameDescriptiont-Statp-ValueRankSensitivity

ALPHA_BFAlpha base flow recession constant−107.300.0011High
CN2SCS runoff curve number−17.290.0092High
CH_K2Effective hydraulic conductivity in main channel10.960.0103High
ESCOsoil evaporation compensation factor−1.620.1064Moderate
EPCOPlant uptake compensation factor−1.560.1195Moderate
SOL_AWCAvailable water content of soil−1.130.2596Moderate
SLSUBBSNAverage slope length1.100.2727Moderate
SOL_ZSoil depth (for each layer)0.870.3878Moderate
SURLAGSurface runoff lag time−0.730.4689Low
GWQMNThreshold depth of water in the shallow aquifer−0.660.51110Low
RCHRG_DPDeep aquifer percolation fraction−0.560.57411Low
GW_REVAPGroundwater “revap” coefficient−0.560.57712Low
REVAPMNThreshold depth of water in the aquifer for “revap” to occur−0.530.59613Least
CH_S2Average slope of main channel0.490.62714Least
CANMXMaximum canopy storage−0.370.71215Least
SOL_KSaturated hydraulic conductivity0.350.72516Least
PPERCOPhosphorus percolation coefficient0.350.72617Least
CH_N2Manning’s n” value for the main channel−0.310.75918Least
GW_DELAYGroundwater delay0.200.84219Least