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Robust optimization methodologies for water supply systems design

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Figure

Figure 1. Network schemes: case study 1 (CS1) and case study 2 (CS2). Figure 1. Network schemes: case study 1 (CS1) and case study 2(CS2)
Table 1. Characteristics of the pipes.
Table 3. Commercial diameters, unit costs and Hazen-Williams coefficients.
Figure 2. Designs for case study 1: (PDD) peak discharge (LRD) low robustness and (HRD) by increasing the pipe diameters; 2nd – designing the systemfor normal operating conditions and introducing a pumpingstation to deal with the extreme operating conditions.

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