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Chapter 3 Decision Support Model (IUWS-DSM) - Tubdok

Chapter 3 Decision Support Model (IUWS-DSM) - Tubdok

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76 New Conception and <strong>Decision</strong> <strong>Support</strong> <strong>Model</strong> for <strong>IUWS</strong><br />

case of pipes retrofitting, besides using Eq. (7) or Eq. (9), the coefficients can be applied to<br />

the costs between replacement and new construction. For example, Burnside 2005 applied<br />

the factor of 0,75 to the replacement cost curves for new construction situations.<br />

Cost<br />

= a + b ⋅ D<br />

c<br />

+ d ⋅ H<br />

e<br />

+ f ⋅<br />

( D ⋅ H)<br />

where: Cost – average cost, local currency<br />

D – diameter of pipe, mm<br />

H – depth of excavation, m<br />

( Clark<br />

et al., 2002)<br />

a, b, c, d, e, f – coefficient, - (estimated using regression techniques)<br />

Besides mathematical functions, the certain cost tables can also be used. Pipes have<br />

numerous different diameters. In such situation, the single cost function may not contently<br />

represent all conditions, so the cost tables are adopted. Table 32 gives a blank sheet of<br />

average pipe costs as a pattern. The frost line has the notable impacts on the exaction depth,<br />

especially to the small-diameter pipes. Thus, the condition of frost may be included.<br />

Table 32: Sheet of average pipe costs based on pipe diameters (as pattern)<br />

no. pipe<br />

diameter<br />

[mm]<br />

1 < 150<br />

2 150 – 250<br />

3 250 – 400<br />

4 400 – 500<br />

5 500 – 600<br />

6 600 – 800<br />

... ...<br />

... 2500 – 3000<br />

costs [m.u./m] (new)<br />

frost non-frost<br />

distribution transm. distribution transm.<br />

Abbreviations: m.u. – monetary unit; transm. – transmission<br />

( 9)<br />

costs<br />

[m.u./m]<br />

(retrofit)<br />

Pipe material is another key factor influencing the pipe costs. As comparing and selecting<br />

pipe materials are not the focusing point of the <strong>IUWS</strong>-<strong>DSM</strong>, the most common pipe materials<br />

are used, and they keep the same in all system alternatives.<br />

If the geological conditions need to be involved, the additional cost can be added or<br />

specific coefficient can be used. For example, Burnside (2005) adds the additional allowance<br />

for rock conditions.<br />

As to population densities, intuitively it directly affects the sizes of pipe systems. Nevertheless,<br />

after surveying 3895 medium and large sizes of water systems, USEPA (2006)<br />

found that population density has no significant improvement to the simpler cost model

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