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> Figure 5.1 ψ versus θ for Yuma, AZ, sand
Table 5.1.1 Default Soil Moisture Properties
Model Validation - SR04-10067
SR04-1
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Yuma,
AZ
Sand
100000000
10000000
1000000
100000
10000
1000
100
10
1
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
0.1
0.01
0.001
0.0001
0.00001
soil
moisture
Figure
5.1
ψ
versus
θ
for
Yuma,
AZ,
sand.
Yum
a, AZ
sand
conductivity
gradient
1.60E-04
0.00E+00
-5.00E-02
1.40E-04
-1.00E-01
1.20E-04
-1.50E-01
1.00E-04
-2.00E-01
8.00E-05
-2.50E-01
6.00E-05
-3.00E-01
4.00E-05
-3.50E-01
2.00E-05
-4.00E-01
0.00E+00
-4.50E-01
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
soil
m
oisture
Figure
5.2
K
versus
θ
and
∂θ/∂ψ
versus
θ
for
Yuma,
AZ, sand.
The
hydraulic
conductivity
also
depends
on
the
volumetric
moisture
content
such
that
(van
Genuchten
1980)
47
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