# Subcatchment name Subcatchment 1 ################################################################################ # A [m^2]: Total subcatchment area 3.31697E+07 ################################################################################ # qs0 [m/h]: Initial subsurface flow per unit area # "The first streamflow input is assumed to represent # only the subsurface flow contribution in the watershed." # - Liaw (1988) 0.000075 # lnTe [ln(m^2/h)]: Areal average of the soil surface transmissivity 4. # m [m]: Parameter controlling the decline rate of transmissivity # See Beven and Kirkby (1979) 0.0125 # Sr0 [m]: Initial root zone storage deficit 0.0025 # Srmax [m]: Maximum root zone storage deficit 0.041 # td [h]: Unsaturated zone time delay per unit storage deficit if greater than 0 # OR # -alpha: Effective vertical hydraulic gradient if not greater than 0. # # For example, -10 means alpha=10. 60. # vch [m/h]: Main channel routing velocity 20000. # vr [m/h]: Internal subcatchment routing velocity 10000. ################################################################################ # infex: Calculate infiltration excess if not zero (integer) 0 # K0 [m/h]: Surface hydraulic conductivity 2. # psi [m]: Wetting front suction 0.1 # dtheta: Water content change across the wetting front 0.1 ################################################################################ # d [m]: Distance from the catchment outlet # The first value should be the mainstream distance from # the subcatchment outlet to the catchment outlet. # Ad_r: Cumulative area ratio of subcatchment (0.0 to 1.0) # The first and last values should be 0 and 1, respectively. # d Ad_r 0 0.0 1000 0.2 2000 0.4 3000 0.6 4000 0.8 5000 1.0
# dt [h]: Time step 24 ################################################################################ # R [m/dt]: Rainfall # Ep [m/dt]: Potential evapotranspiration # R Ep 0.000033 0.000000 0.000053 0.011938 0.004821 0.000000 . . .
Based on TMOD9502.FOR by Keith Beven.
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