If Brooks and Corey equations are used to describe the unsaturated flow in a silt loam ( n = 0.396, Theta(r) =0.131, Hb = -236.4 cm, lambda =1.0 and K s = 4.96 cm/day). Calculate soil water diffusivity at soil moisture content = 0.3.
given
n = 0.036
r = 0.131
Hb = -236.4
= 1.0
Ks = 4.96 cm / day = 5.74 X 10-7 m/sec
soil moisture content = 0.3
D =
the force size distribution
n' = 1+n
= 1 + 0.396 = 1.396
m= 1-(1/n')
= 1- (1/1.396) = 0.284
Se = effective solution
Se =
where
= 1 X 10-4
Se = 1 X 10-4
h = Hb = =236.4 cm
= 236.4 cm = 2.364 m
Se =
Se = 0.9999
soil water diversity is
D =
D = 0.08583 m2/sec Ans
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