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A systematic mixed-integer differential evolution approach for water network operational optimization.

作者信息

Zhao Wanqing, Beach Thomas H, Rezgui Yacine

机构信息

Cardiff School of Engineering, Cardiff University, Cardiff CF24 3AA, UK.

出版信息

Proc Math Phys Eng Sci. 2018 Sep;474(2217):20170879. doi: 10.1098/rspa.2017.0879. Epub 2018 Sep 5.

DOI:10.1098/rspa.2017.0879
PMID:30333692
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC6189597/
Abstract

The operational management of potable water distribution networks presents a great challenge to water utilities, as reflected by the complex interplay of a wide range of multidimensional and nonlinear factors across the water value chain including the network physical structure and characteristics, operational requirements, water consumption profiles and the structure of energy tariffs. Nevertheless, both continuous and discrete actuation variables can be involved in governing the water network, which makes optimizing such networks a mixed-integer and highly constrained decision-making problem. As such, there is a need to situate the problem holistically, factoring in multidimensional considerations, with a goal of minimizing water operational costs. This paper, therefore, proposes a systematic optimization methodology for (near) real-time operation of water networks, where the operational strategy can be dynamically updated using a model-based predictive control scheme with little human intervention. The hydraulic model of the network of interest is thereby integrated and successively simulated with different trial strategies as part of the optimization process. A novel adapted mixed-integer differential evolution (DE) algorithm is particularly designed to deal with the discrete-continuous actuation variables involved in the network. Simulation results on a pilot water network confirm the effectiveness of the proposed methodology and the superiority of the proposed mixed-integer DE in comparison with genetic algorithms. It also suggests that 23.69% cost savings can be achieved compared with the water utility's current operational strategy, if adaptive pricing is adopted for all the pumping stations.

摘要
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/b99bb62b6257/rspa20170879-g14.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/68af6a6203eb/rspa20170879-g1.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/ab150604e08b/rspa20170879-g2.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/314f2d7e0c49/rspa20170879-g3.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/583558b8c325/rspa20170879-g4.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/d13cfa084249/rspa20170879-g5.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/c398315a2dd7/rspa20170879-g6.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/404a0aabf3db/rspa20170879-g7.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/51592109dca6/rspa20170879-g8.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/a74d960b3ed0/rspa20170879-g9.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/2da3c7ba54b3/rspa20170879-g10.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/41c9e14231e0/rspa20170879-g11.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/5e497cb26f41/rspa20170879-g12.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/00feed01d7a5/rspa20170879-g13.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/b99bb62b6257/rspa20170879-g14.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/68af6a6203eb/rspa20170879-g1.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/ab150604e08b/rspa20170879-g2.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/314f2d7e0c49/rspa20170879-g3.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/583558b8c325/rspa20170879-g4.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/d13cfa084249/rspa20170879-g5.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/c398315a2dd7/rspa20170879-g6.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/404a0aabf3db/rspa20170879-g7.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/51592109dca6/rspa20170879-g8.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/a74d960b3ed0/rspa20170879-g9.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/2da3c7ba54b3/rspa20170879-g10.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/41c9e14231e0/rspa20170879-g11.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/5e497cb26f41/rspa20170879-g12.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/00feed01d7a5/rspa20170879-g13.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fa4/6189597/b99bb62b6257/rspa20170879-g14.jpg

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本文引用的文献

1
An adaptive differential evolution algorithm with novel mutation and crossover strategies for global numerical optimization.一种具有新颖变异和交叉策略的自适应差分进化算法用于全局数值优化。
IEEE Trans Syst Man Cybern B Cybern. 2012 Apr;42(2):482-500. doi: 10.1109/TSMCB.2011.2167966. Epub 2011 Oct 14.
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Representations and evolutionary operators for the scheduling of pump operations in water distribution networks.用于配水网络中水泵运行调度的表示法和演化算子。
Evol Comput. 2011 Fall;19(3):429-67. doi: 10.1162/EVCO_a_00035. Epub 2011 Jun 20.
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Predictive optimal control of sewer networks using CORAL tool: application to Riera Blanca catchment in Barcelona.
使用CORAL工具对污水管网进行预测性最优控制:在巴塞罗那的里耶拉布兰卡集水区的应用。
Water Sci Technol. 2009;60(4):869-78. doi: 10.2166/wst.2009.424.