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Advances in Water Treatment and Enviromental Management

Advances in Water Treatment and Enviromental Management

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112 WATER TREATMENThrs to prevent reservoirs dropp<strong>in</strong>g below the m<strong>in</strong>imum level of 55%. As dem<strong>and</strong> reduces <strong>in</strong>the second half of the day two pumps are sufficient to ma<strong>in</strong>ta<strong>in</strong> reservoir levels.The valve open<strong>in</strong>gs, Fig. 11, show that FCVs 1 <strong>and</strong> 4 are further open than <strong>in</strong> the previousexample to enable PS1 to make up for the flow loss from PS 3.4.2 STUDY 2The trunk ma<strong>in</strong> system shown <strong>in</strong> Fig. 12 is currently used to pump water from PS 1 to thetreatment works at R1 <strong>and</strong> R5; the total system dem<strong>and</strong> is 55 Ml/day. The objectives of theFIG. 10 PS1 PUMP SCHEDULE [STUDY 1]FIG. 11 FCV OPENING [STUDY 1]

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