Research Article
Enhancing Understanding of Hydrologic Processes in the Shafe Watershed, Ethiopia
Table 9
Shafe watershed sensitive model parameters and ranks.
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 |  | Parameter name | Description | t-Stat | p-Value | Rank | Sensitivity |  | 
 |  | ALPHA_BF | Alpha base flow recession constant | −107.30 | 0.001 | 1 | High |  | CN2 | SCS runoff curve number | −17.29 | 0.009 | 2 | High |  | CH_K2 | Effective hydraulic conductivity in main channel | 10.96 | 0.010 | 3 | High |  | ESCO | soil evaporation compensation factor | −1.62 | 0.106 | 4 | Moderate |  | EPCO | Plant uptake compensation factor | −1.56 | 0.119 | 5 | Moderate |  | SOL_AWC | Available water content of soil | −1.13 | 0.259 | 6 | Moderate |  | SLSUBBSN | Average slope length | 1.10 | 0.272 | 7 | Moderate |  | SOL_Z | Soil depth (for each layer) | 0.87 | 0.387 | 8 | Moderate |  | SURLAG | Surface runoff lag time | −0.73 | 0.468 | 9 | Low |  | GWQMN | Threshold depth of water in the shallow aquifer | −0.66 | 0.511 | 10 | Low |  | RCHRG_DP | Deep aquifer percolation fraction | −0.56 | 0.574 | 11 | Low |  | GW_REVAP | Groundwater “revap” coefficient | −0.56 | 0.577 | 12 | Low |  | REVAPMN | Threshold depth of water in the aquifer for “revap” to occur | −0.53 | 0.596 | 13 | Least |  | CH_S2 | Average slope of main channel | 0.49 | 0.627 | 14 | Least |  | CANMX | Maximum canopy storage | −0.37 | 0.712 | 15 | Least |  | SOL_K | Saturated hydraulic conductivity | 0.35 | 0.725 | 16 | Least |  | PPERCO | Phosphorus percolation coefficient | 0.35 | 0.726 | 17 | Least |  | CH_N2 | Manning’s n” value for the main channel | −0.31 | 0.759 | 18 | Least |  | GW_DELAY | Groundwater delay | 0.20 | 0.842 | 19 | Least |  | 
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