Environmental Engineering Reference
In-Depth Information
z
r
H = z r
y
Figure 4.13. Schematic representation of a soil-mantled slope.
of mass-wasting events. We first consider the case in which regolith thickness H
does not affect the depth of soil removed by a landslide other than through the bound
h
H . Thus state dependency in the random driver arises only from this bound, i.e.,
we assume that each landslide removes an exponentially distributed random amount
h of soil or the whole soil column H , whichever is less. The overall dynamics of soil
development can be expressed by ( 4.9 ) with g ( H )
1 and a truncated distribution
p ( h )of h ,asinFig. 4.14 .If H max is the maximum thickness of the regolith above
which the rates of soil production are negligible, we normalize H with respect to
=−
p h
0.8
1
α e h α
p h
0.6
e h α
0.4
P h
h
0.2
h
h
Figure 4.14. Probability distribution p ( h )of h truncated at h ( H ). The distribution
is exponential for 0
=
h ( H ) equal to the probability that h exceeds h ( H ) in the nontruncated exponential
distribution (shaded area in this figure). p ( h ) is clearly state dependent.
<
<
h ( H ) and has a probability mass (or “atom”) P at h
h
 
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