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Fig 1.

Flow chart of presented models.

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Fig 2.

CLD for Demand Site components.

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Fig 3.

Casual Loop Diagram (CLD) for Reservoir components.

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Fig 4.

Schematic diagram of models.

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Fig 5.

Langat River Basin with available monitoring stations.

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Fig 6.

Comparison between simulated and observed parameters.

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Fig 7.

Results of system dynamics models for demand sites: (a) Overall supply-demand trend; (b) Population; (c) Domestic water usage per capita.

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Fig 8.

Comparision between models in terms of storage.

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Table 1.

Seasonal performance of models.

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Fig 9.

Seasonal utilities of components resulting from simultaneous simulation and optimization of the models.

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Table 2.

Overall performance of the models.

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Table 2 Expand