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Co-Optimization of Interdependent Water and Power Distribution Networks

机译:相互依存水和配电网络的共同优化

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This paper formulates the optimal water and power flow (OWPF) problem to optimize the resources acrosspower and water distribution networks while simultaneously accounting for the coupling between the two infrastructures. The pumop schedules in water distribution networks (WDNs) and PV inverters in power distribution networks (PDNs) are jointly managed to minimize the pump power consumption (in WDNs) and active power losses (in PDNs). The resulting OWPF problem includes nonconvex constraints caused by WDN hydraulics and is hard to solve. In order to overcome this problem, we use a novel a novel successive linear approximation-based approach. The method amounts to solving a series of convex optimization problems in WDNs augmented by the LinDistFlow in PDNs-enablingto formulate the problem, which is a mixed-integer quadratically constrained quadratic program called C-OWPF. A case study illustrates the C-OWPF approach's benefits in joint objective improvements with respect to decoupled designs where the PDNs andWDNs are independently operated.
机译:本文制定最佳的水和功率流(OWPF)的问题,以优化资源acrosspower和水分配网络,而同时占两个基础结构之间的耦合。在水分配网络(WDNs)和配电网络(PDN)的光伏逆变器的pumop时间表联合管理,以尽量减少泵的功耗(在WDNs)和有源功率损耗(在PDN)的。将所得OWPF问题包括由液压WDN非凸约束和难以解决的问题。为了克服这个问题,我们使用了一种新的新颖逐次线性逼近基于的方法。该方法相当于在由LinDistFlow在增强WDNs解决一系列凸优化问题的PDN-enablingto配制问题,这是一个混合整数二次约束称为C-OWPF二次规划。案例研究说明了相对于其中的PDN andWDNs均是独立进行解耦设计的共同目标改进C-OWPF做法的好处。

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