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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

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