Environmental Engineering Reference
In-Depth Information
8.4.4.2 Determination of F(x)
To determine the frequency of failure in City C, frequency was regressed on age.
This initial regression (
6.4.2
a) provided signi
cant results. Again after correcting
for heteroscedasticity, a second regression, utilizing White
'
s matrix also demon-
strated signi
cant results. Since non-normality was not an issue in this second
regression, these results were used to obtain Eq.
8.19
, which is the frequency
function for City C:
F
ðÞ¼
13
:
587
þ
0
:
4987
2
:
341
Age
i
ð
8
:
19
Þ
ð
Þ
8.4.4.3 Solution of the DSS
The DSS parameters in City C are: Eqs.
8.18
and
8.19
, d = 0.0423 and
I = 152169.31. Average values were assumed for depth, size, ACAGE and AC,
resulting in Eq.
8.13
, a modi
ed cost of failure function:
S
ðÞ¼
209
:
83
þ
87
:
05 Age
i
ð
8
:
20
Þ
These parameters yield Eq.
8.21
, a DSS for City C:
R
t
1
Þ
e
0
:
0423x
dx
þ
152169
:
31e
0
:
0423t
ð
209
:
83
þ
87
:
05x
Þ
13
:
587
þ
0
:
4987x
ð
1
C
ðÞ¼
1
e
0
:
0423 t
þ
1
ð
Þ
ð
8
:
21
Þ
Iterated graphical minimization yields an interesting solution in this case as
demonstrated in Figs.
8.18
and
8.19
.
Figure
8.19
seems to indicate that the net service cost can be negative if the asset
is renewed every 30.2 years. Continuous optimization con
rms this result. Of
course, a negative cost does not make sense. This result demonstrates the limita-
tions of linear analysis. A simple examination of the parameters demonstrates that
the number of failures in the early years of the asset is actually negative, which
results in a negative expected failure cost and this obviously does not make any
sense.
8.4.4.4 Nonlinearity
Nonparametric regressions for City C demonstrate that the frequency of failure
follows a similar pattern to Cities A and B. However, the cost of failure does not
seem to behave as in the other two municipalities. Rather than resemble a logistic
S function, the cost of failure in City C seems to resemble a sine function. The
results of the nonparametric regressions are shown in Figs.
8.20
and
8.21
.
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