Local water availability
is calculated using a simple hydrology scheme describing vertical
water fluxes in and out of a single soil layer with no horizontal coupling between
adjacent areas
where
, is the local water availability per unit area in mm. While the
precipitation rate
is uniform across the grid cell, water availability
, is spatially heterogeneous, since total water uptake by within
a gap
is influenced by the number of individuals within the gap
and their respective water uptake rates
, where the superscript
indicates the water uptake rate of the
individual obtained from the growth sub-model (Equation (E.7),
(E.11) or (E.15),
depending on current state of the plant).
Water losses due to percolation
and runoff are described using the Campbell (1974) empirical formulation for
hydraulic conductivity as function of soil texture and soil moisture content.
The conductivity of the soil depends on the saturated hydraulic conductivity,
, the degree of saturation,
, where
is the soil depth and
is the maximum soil moisture content; and
, an empirical parameter governing the rate at which conductivity
decreases as saturation levels decrease. The soil characteristics of each grid
cell used in the hydrology sub-model equation were specified from the ISLSCP
I gridded data of soil depth and texture compiled by Sellers et al. (Sellers et al. 1995), and the suggested hydrologic
parameters for each soil texture class (see Table G).
The monthly precipitation values
in Equation (G.1) were specified from
the ISLSCP I
monthly precipitation dataset compiled by the Global Precipitation
Climatology Centre (GPCC 1993).
In the SAS approximation, Equation
(G.1) becomes
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(G.2) |
and
becomes the second element of the resource vector
.