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. Author manuscript; available in PMC: 2024 Aug 29.
Published in final edited form as: J Hydrol (Amst). 2023 May 1;620(A):129422. doi: 10.1016/j.jhydrol.2023.129422

Table 1.

Parameter ranges to simulate catchment-scale discharge and surface streamflow presence/absence in reaches. Except for T, all parameters pertain to the dynamic TOPMODEL subroutine and were calibrated using a particle swarm optimization algorithm. T is calibrated during the second phase of model evaluation to estimate the subsurface flow capacity of reaches and thus surface streamflow presence/absence. Optimal values found during model calibration are listed in the final column.

Symbol Description Units Parameter Range
Minimum Maximum Optimum
v.of Overland flow velocity m hr−1 10 150 141
srz.max Maximum root zone storage m 0.01 0.75 0.44
srz.0 Initial root zone storage unitless 0.5 1 0.96
v.chan Channel routing velocity m hr−1 500 7000 4707
ln(T0) Lateral saturated transmissivity m2 hr−1 3 16 16
sd Maximum effective deficit of saturated zone m 0.2 0.8 0.63
td Unsaturated zone time delay m hr−1 0.01 100 99
n Manning’s n unitless 0.01 0.15 0.10
m 1 Exponential decline in conductivity soil type 1 m 5.01E-05 6.10E-02 1.5E-03
m 2 Exponential decline in conductivity soil type 2 m 5.01E-05 6.10E-02 4.22E-04
m 3 Exponential decline in conductivity soil type 3 m 5.01E-05 6.10E-02 4.38E-03
T Transmissivity of permeable zone throughout the network m3 hr−1 0.005 10 1.06