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Optimal Water–Power Flow-Problem: Formulation and Distributed Optimal Solution

机译:最优水动力流问题:公式化和分布式最优解

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This paper formalizes an optimal water-power flow (OWPF) problem to optimize the use of controllable assets across power and water systems while accounting for the couplings between the two infrastructures. Tanks and pumps are optimally managed to satisfy water demand while improving power grid operations; for the power network, an ac optimal power-flow formulation is augmented to accommodate the controllability of water pumps. Unfortunately, the physics governing the operation of the two infrastructures and coupling constraints leads to a nonconvex (and, in fact, NP-hard) problem; however, after reformulating OWPF as a nonconvex, quadratically constrained quadratic problem, a feasible point pursuit-successive convex approximation approach is used to identify feasible and optimal solutions. In addition, a distributed solver based on the alternating direction method of multipliers enables water and power operators to pursue individual objectives while respecting the couplings between the two networks. The merits of the proposed approach are demonstrated for the case of a distribution feeder coupled with a municipal water distribution network.
机译:本文对最优水电流量(OWPF)问题进行了形式化,以优化电力和水系统中可控资产的使用,同时考虑了两个基础设施之间的耦合。对储罐和水泵进行了优化管理,以满足水需求,同时改善电网运行;对于电网,增加了交流最佳功率公式,以适应水泵的可控性。不幸的是,控制两个基础结构的运行以及耦合约束的物理学导致了一个非凸(实际上是NP-hard)问题。但是,在将OWPF重新表述为非凸二次约束二次问题后,使用可行点追踪-成功凸逼近法来确定可行和最优解。此外,基于乘法器交替方向法的分布式求解器使水和电力运营商可以在遵循两个网络之间的耦合的同时追求个体目标。在配水管与市政配水管网相结合的情况下,证明了该方法的优点。

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