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Finding economic optimality in leakage reduction: a cost-simulation approach for complex urban supply systems

机译:在减少泄漏中发现经济最优性:复杂城市供应系统的成本仿真方法

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The optimal economic level in leakage reduction must be defined when reaching equilibrium between marginal costs of saved water and marginal costs of achieving additional reduction in leakage (Farley and Trow, 2003). This concept is used to deal with the question of what the target in reducing leakage should be and how related costs can be justified. Nevertheless, when negotiating for optimal decisions considering complex multi-centre (or multi-district) supply systems, subject to reduced water resources and reduced funds, the problem could be much more difficult to define and analyze. Mainly, in this situation, the optimal economic problem can be modified in finding the priorities in investment for leakage reductions between the centres in the supply network. This paper is related to these aspects; it mainly focuses on finding a reliable and correctly justified cost-function attribution for the water in multi-source and multi-centre systems.
机译:在达到储存水域边际成本与实现泄漏额外减少(Farley和Trow,2003)的边际成本之间的均衡时,必须定义泄漏减少的最佳经济水平。这种概念用于处理减少泄漏的目标的问题以及相关成本如何合理。尽管如此,考虑到复杂的多中心(或多区)供应系统的最佳决策时,在降低水资源和减少的资金的情况下,问题可能更难以定义和分析。主要是,在这种情况下,可以修改最佳经济问题,以便在供应网络中的中心之间泄漏减少的投资优先事项来进行修改。本文与这些方面有关;它主要专注于找到多源和多中心系统中的水的可靠和正确合理的成本函数归因。

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