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@@ -6,9 +6,102 @@ hydrologic model.
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<h3>Selected Parameters:</h3>
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<dl>
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+<dt><b>parameters</b></dt>
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+<dd>
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+This file contains TOPMODEL parameters that describe the study area. Any lines
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+starting with a # sign or empty lines are ignored.
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+<div class="code"><pre>
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+# Subcatchment name
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+Subcatchment 1
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+
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+################################################################################
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+# A [m^2]: Total subcatchment area
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+3.31697E+07
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+
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+################################################################################
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+# qs0 [m/h]: Initial subsurface flow per unit area
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+# "The first streamflow input is assumed to represent
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+# only the subsurface flow contribution in the watershed."
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+# - S. C. Liaw
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+# lnTe [ln(m^2/h)]: Areal average of ln(T0) = ln(Te)
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+# m [m]: Scaling parameter
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+# Sr0 [m]: Initial root zone storage deficit
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+# Srmax [m]: Maximum root zone storage deficit
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+# td [h]: Unsaturated zone time delay per unit storage deficit
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+# if greater than 0.
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+# OR
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+# -alpha: Effective vertical hydraulic gradient if not greater than 0.
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+# For example, -10 means alpha = 10.
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+# vch [m/h]: Main channel routing velocity
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+# vr [m/h]: Internal subcatchment routing velocity
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+
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+# qs0 lnTe m Sr0 Srmax td/alpha vch vr
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+ 0.000075 4. 0.0125 0.0025 0.041 60. 20000. 10000.
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+
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+################################################################################
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+# infex: Calculate infiltration excess if not zero (integer)
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+# K0 [m/h]: Surface hydraulic conductivity
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+# psi [m]: Wetting front suction
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+# dtheta: Water content change across the wetting front
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+
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+# infex K psi dtheta
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+ 0 2. 0.1 0.1
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+
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+################################################################################
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+# d [m]: Distance from catchment
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+# The first value should be the mainstream distance from
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+# the subcatchment outlet to the catchment outlet.
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+# Ad_r: Cumulative area ratio of subcatchment (0.0 to 1.0)
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+# The first and last values should be 0 and 1, respectively.
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+
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+# d Ad_r
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+ 0 0.0
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+ 1000 0.2
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+ 2000 0.4
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+ 3000 0.6
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+ 4000 0.8
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+ 5000 1.0
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+</pre></div>
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+</dd>
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+
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+<dt><b>input</b><dt>
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+<dd>
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+This file contains observed weather data.
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+<div class="code"><pre>
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+# ntimesteps: Number of time steps
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+# dt [h]: Time increment per time step
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+
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+# ntimesteps dt
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+365 24
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+
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+################################################################################
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+# R [m/dt]: Rainfall
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+# Ep [m/dt]: Potential evapotranspiration
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+
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+# R Ep
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+0.000033 0.000000
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+0.000053 0.011938
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+0.004821 0.000000
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+.
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+.
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+.
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+</pre></div>
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+</dd>
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+
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<dt><b>obsflow</b></dt>
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-<dd>Compare simulated flows with observed flows and calculate the model
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-efficiency.
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+<dd>
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+Compare simulated flows with observed flows and calculate the model
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+efficiency. This file contains observed flow data and the number of records
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+should match the number of time steps (ntimesteps in the input file).
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+<div class="code"><pre>
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+# Qobs [m^3/dt]: Observed flow per time step
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+2568918.24
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+1668573.562
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+1039800.24
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+.
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+.
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+.
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+</pre></div>
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</dd>
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<dt><b>timestep</b></dt>
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