Dynamic topology in water distribution networks

被引:10
|
作者
Wright, R. [1 ]
Stoianov, I. [1 ]
Parpas, P. [2 ]
机构
[1] Univ London Imperial Coll Sci Technol & Med, Dept Civil & Environm Engn, London SW7 2AZ, England
[2] Univ London Imperial Coll Sci Technol & Med, Dept Comp, London SW7 2AZ, England
来源
12TH INTERNATIONAL CONFERENCE ON COMPUTING AND CONTROL FOR THE WATER INDUSTRY, CCWI2013 | 2014年 / 70卷
基金
英国工程与自然科学研究理事会;
关键词
District metered area; optimization; resilience; pressure management; valve control; OPTIMAL VALVE CONTROL; DISTRIBUTION-SYSTEMS; OPTIMIZATION;
D O I
10.1016/j.proeng.2014.02.191
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
A new approach for the operational management of water distribution networks is herein presented, which introduces district metered areas (DMA) with dynamic topology. The approach facilitates the operation of an open and adaptive network that reverts back to the original DMA structure only at night for leakage detection purposes, therefore eliminating the disadvantages of a closed topology such as reduced resilience to failure and suboptimal pressure management. The concept and technology is currently being implemented on a water distribution network in the UK, and a novel optimization method used for its control has been derived that is fast and reliable. (C) 2013 The Authors. Published by Elsevier Ltd. Selection and peer-review under responsibility of the CCWI2013 Committee
引用
收藏
页码:1735 / 1744
页数:10
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