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首页> 外文期刊>Journal of Water Resources Planning and Management >Reliability-Based Strengthening and Expansion of Water Distribution Networks
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Reliability-Based Strengthening and Expansion of Water Distribution Networks

机译:基于可靠性的配水网的加强和扩展

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摘要

An iterative method based on the trade-off between reliability and cost is proposed for the strengthening and expansion of water distribution networks (WDNs) to obtain a level-one redundant network, i.e., a network that can sustain single pipe failure without affecting the consumer services either in part or in full. Reliability is assessed using the node and volume reliability factors which are evaluated considering the performance of WDNs under different conditions. Reliability of an existing network is improved at every iteration by either adding a parallel pipe of minimum size to one of the existing links, or increasing the size of one of the newly added (strengthened or expanded) pipes to the next higher size by considering the largest ratio of the marginal capacity factor to the marginal increase in cost. The method is initially illustrated with an example of a multisource network having time-varying demands. Then, a network in Washington, D.C. having multiple demand patterns is designed and the results are compared with those obtained by a linear-programming based algorithm.
机译:提出了一种基于可靠性和成本之间折衷的迭代方法,用于加强和扩展水分配网络(WDN),以获得一级冗余网络,即可以承受单根管道故障而不影响用户的网络。部分或全部服务。使用节点和卷可靠性因素来评估可靠性,这些因素是考虑WDN在不同条件下的性能来评估的。通过在现有链路之一中添加最小尺寸的并行管道,或通过考虑以下因素,将新添加(增强或扩展)的管道之一的大小增加到下一个更高的大小,可在每次迭代中提高现有网络的可靠性。边际容量因子与成本边际增加的最大比率。首先以具有时变需求的多源网络的示例来说明该方法。然后,设计了华盛顿特区具有多个需求模式的网络,并将结果与​​通过基于线性编程的算法获得的结果进行比较。

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