Remaining Life of a Pipeline
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andom variable with its own degree <strong>of</strong> variability. This variability is the most important factor when<br />
estimating the remaining life <strong>of</strong> a pipeline, and the estimation method <strong>of</strong> such variability is the most<br />
valuable contribution <strong>of</strong> the proposed approach.<br />
4.2. Methodology<br />
4.2.1 Step #1: Uncertainty Propagation<br />
Fig. 5 shows that if the physical model’s inputs are random variables, then, its output must be a<br />
random variable too. The methods to determine the random characteristics <strong>of</strong> the outpus given the<br />
random characteristics <strong>of</strong> the imputs are known as “uncertainty propagation methods” (u.p.m).<br />
Rd<br />
Rl<br />
Physical Model<br />
Lo<br />
do<br />
D<br />
pf( t ) 2. ( Sy 68.95)<br />
. T .<br />
D<br />
1<br />
1<br />
( do Rd.<br />
t )<br />
T<br />
( do Rd.<br />
t )<br />
Lo Rl.<br />
T.<br />
( t ) 2<br />
1 0.6275. DT . 0.003375.<br />
( Lo Rl.<br />
t ) 4<br />
D 2 . T 2<br />
Pf<br />
Sy<br />
Sy<br />
fig.5<br />
The u.p.m selected by M. Ahammed is know as “advanced first order second moment method”. This<br />
method is based on the Taylor series:<br />
(xv)<br />
Where X 1 , X 2 , X 3 ,...., X n<br />
respective mean values.<br />
are the “n” random variables or imputs and µ 1 , µ 2 , µ 3 ,...., µ n are their<br />
If the higher terms are neglected and the variables are assumed to be statistically independent, the<br />
mean and the variance <strong>of</strong> the function are given by:<br />
(xvi)<br />
(xvii)<br />
10