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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