Fig. 1. Scheme of the proposed optimization model
Fig. 2. Pumping head (H) and discharge (Q)
Fig. 3. Decision for tank capacity determination
Fig. 4. P-city water distribution system layout
Fig. 5. Pump scheduling comparison (ON=1, OFF=0)
Fig. 6. Tank water level comparison
Fig. 7. Economic cost comparison
Table 1. Energy tariff (KEPCO, 2012)
Table 2. Existing tank and pump size
Table 3. Comparisons between original and simplified networks
Table 4. Case description
Table 5. Comparisons between existing and optimal facilities size
Table 6. Pump operation time comparisons
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