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