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. Author manuscript; available in PMC: 2021 May 16.
Published in final edited form as: J Am Water Resour Assoc. 2020 May 16;56(3):486–506. doi: 10.1111/1752-1688.12819

TABLE 5.

SWAT Parameter definition for the most sensitive (p ≤ 0.05) parameters and their “best” values after first calibration iteration of SWAT models with different precipitation sources.

Parameter Description Parameter range Default value GHCN-D DAYMET NLDAS GLDAS PRISM
Alpha_BNK Bank flow recession constant 0 to 1 0 0.76 0.76 0.83 0.36 0.47
CH_K2 Main channel saturated hydraulic conductivity (mm/h) 0 to 150 0 50.25 50.25 17.85 ns 47.25
CN2 Moisture condition II curve number −0.21 to 0.21 Varies from 38 to 98 −0.08 −0.08 −0.01 −0.04 −0.06
NDTARGR Number of days to reach target storage from current reservoir storage 0 to 200 1 40.60 40.60 ns ns 39.4
SURLAG Surface runoff lag time (days) 0.05 to 10 4 3.14 3.14 1.71 7.18 7.2
ESCO Soil evaporation compensation factor 0 to 1 1.0 ns ns 0.21 ns ns

Note: ns is “not sensitive” at p ≤ 0.05.

Relative change to parameter values.