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首页> 外文期刊>Journal of Water Resources Planning and Management >Least-Cost Robust Design Optimization of Water Distribution Systems under Multiple Loading
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Least-Cost Robust Design Optimization of Water Distribution Systems under Multiple Loading

机译:多种负荷下配水系统的低成本稳健设计优化

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Least-cost design of water distribution system is a well-known problem in the literature. The formulation of the least-cost design problem started by deterministic modeling and later by more sophisticated stochastic models that incorporate uncertainties related to the problem's parameters. Recently, a new nonprobabilistic modeling, titled the robust counterpart (RC) approach, has been developed for the least-cost design problem to incorporate the uncertainty without the need for full stochastic information. These nonprobabilistic methods, developed in the field of robust optimization, were shown to be advantageous over classical stochastic methods in the following aspects: tractability and computation time, nonnecessity of full probabilistic information, and the ability to integrate correlation of uncertain parameters aspects without adding complexity. Former studies have considered the RC approach for a special case of the least-cost problem with a single load demand uncertainty, and single gravitational source to simplify the problem formulation and facilitate the use of the method. This special case does not handle the joint temporal and spatial correlations between the problem uncertainties and does not include components such as pumping stations and storage facilities. These new components require trading off capital and operation (i.e.,energy) costs in the objective function, as the design cost is explicitly influenced by the demand uncertainty, unlike the situation where only capital cost is considered. In this study, the RC approach is expanded to cover the general least-cost design problem, including (1)multiload patterns, (2)pumping stations, and (3)storage facilities. The unknowns are the pipe diameters, pump and tank capacities, and the heads added by the pumping stations. The problem is solved using the cross-entropy method for several possible protection levels, which are defined by the size of the uncertainty set. The results are demonstrated on two examples to show the trade-off between cost and reliability and test the network's ability to cope with unexpected scenarios.
机译:供水系统的最低成本设计是文献中众所周知的问题。成本最低的设计问题的制定从确定性建模开始,后来又从更复杂的随机模型开始,这些模型包含与问题参数有关的不确定性。最近,针对成本最小的设计问题,开发了一种新的非概率模型,称为鲁棒对等(RC)方法,以纳入不确定性而无需完整的随机信息。这些在稳健性优化领域开发的非概率方法在以下方面比传统的随机方法更具优势:可处理性和计算时间,不需要完整的概率信息以及在不增加复杂性的情况下集成不确定参数方面的相关性的能力。以前的研究已经考虑了使用RC方法处理具有单个负载需求不确定性的最小成本问题的特殊情况,并且使用单个重力源来简化问题的表述并简化该方法的使用。这种特殊情况无法处理问题不确定性之间的联合时间和空间相关性,并且不包括诸如泵站和存储设施之类的组件。这些新组件需要在目标函数中权衡资本和运营(即能源)成本,因为设计成本受需求不确定性的显着影响,这与仅考虑资本成本的情况不同。在这项研究中,RC方法已扩展到涵盖一般的最小成本设计问题,包括(1)多负载模式,(2)泵站和(3)存储设施。未知数是管道直径,泵和水箱容量以及泵站增加的扬程。使用交叉熵方法解决了几种可能的保护级别,这些级别由不确定性集的大小定义。在两个示例上演示了结果,以显示成本与可靠性之间的权衡并测试网络应对意外情况的能力。

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