Geoscience Reference
In-Depth Information
Example 9.2. Power-form diffusivity
In the same way, in the case of the diffusivity (8.40), Equation (9.42) can be integrated
readily to yield a sorptivity
A 0 = (2 H b ( θ 0 θ i ) k 0 / b ) 1 / 2 ( n b 1
+ 0 . 5) 1 / 2
(9.49)
where H b and b are the parameters of (8.14) and n is the power in (8.36).
With the diffusivity given by the somewhat more complex (8.41), the integral in (9.42)
is a complete beta function, which can also be written as follows
a ) 1 / 2 (
b 1
( b 1
5)) 1 / 2
A 0 =
(2 k 0 /
θ 0 θ i )(
( n
+
0
.
5)
+
1)
/
( n
+
0
.
(9.50)
In Equation (9.50) a and b are the parameters of (8.15), n is the power in (8.36) and ()
is the gamma function (see Abramowitz and Stegun, 1964). For most soils when n varies
between 2 and 10 and b between 1 and 10, the square root term in (9.50) containing the
gamma functions is likely to be of the order of unity. For instance, for a typical case of
n = b = 3 it is equal to 0.7938. The position of the wetting front can be obtained from
Equation (9.43) by a similar integration, to produce
φ f = (2 k 0 / [( θ 0 θ i ) a ]) 1 / 2 ( n b 1
1 / 2
+ 0 . 5) ( b 1
+ 1)
( n 0 . 5)
( n b 1
(9.51)
( n + 0 . 5)
0 . 5)
Comparison of (9.50) with (9.51) indicates that with this diffusivity function, the infiltrated
volume is proportional with the position of the wetting front as
F = C ( n , b )(
θ 0 θ i ) x f
(9.52)
in which the proportionality constant is given by C ( n , b ) = ( n b 1
0 . 5) / ( n 0 . 5); for
example, C (3 , 3) = 0 . 867, which is similar to the result given by Equation (9.48).
9.2.4
A nearly exact solution for mildly nonlinear soils: linearization
For some soils the diffusivity can be assumed to be nearly independent of the water content
θ ; an example of this is shown in Figure 9.8. In such a case Equation (9.6) can be linearized
and it reduces to the linear diffusion equation; accordingly, (9.13) can be written as
D 0 d 2
θ
d φ
+ 2
d θ
d φ
=
0
(9.53)
2
where D 0 is the constant soil water diffusivity. By means of the ad-hoc substitution p =
d θ/ d φ , (9.53) can be integrated to yield
2
p
=
C 1 exp(
φ
/
4 D 0 )
(9.54)
A second integration yields
exp(
C 1 2 D 1 / 2
0
y 2 ) dy
θ =
+
C 2
(9.55)
where y is the dummy variable of integration representing φ/ 2 D 1 / 0 and C 1 and C 2 are
constants to be determined from the boundary conditions (9.14). The integral term with
limits between zero and infinity equals ( π
1
/
2
/ 2); therefore, imposing these conditions, one
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