Technical Papers
Mar 20, 2017

Optimal Rehabilitation of Water Distribution Systems Using a Cluster-Based Technique

Publication: Journal of Water Resources Planning and Management
Volume 143, Issue 7

Abstract

Optimal rehabilitation of large water distribution systems (WDSs) with many decision variables is often time consuming and computationally expensive. This paper presents a new optimal rehabilitation methodology for WDSs based on the graph theory clustering concept. The methodology starts with partitioning the WDS based on its connectivity properties into a number of clusters (small subsystems). Pipes that might have direct impact on system performance are identified and considered for the rehabilitation problem. Three optimization-based strategies are then considered for pipe rehabilitation in the clustered network: (1) rehabilitation of some of the pipes inside the clusters, (2) rehabilitation of pipes in the path supplying water to the clusters, and (3) a combination of Strategies 1 and 2. In all optimization strategies, the decision variables for the rehabilitation problem are the diameters of duplicated pipes; the objective functions are to minimize the total cost of duplicated pipes and the number of nodes with pressure deficiency. The performance of proposed strategies was demonstrated in a large WDS with pressure deficiencies. The performance of these strategies was also compared to the full search space optimization strategy and engineering judgment–based optimization strategy in which all pipes and selection of pipes are considered as decision variables, respectively. The results show that Strategy 3 is able to generate solutions with similar performance that are cheaper by around 53% and 35% in comparison with the full search space and engineering judgment–based optimization strategies, respectively. The results also demonstrate that the cluster-based approach can reduce the computational efforts for achieving optimum solutions compared to the other optimization strategies.

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Acknowledgments

The work reported is supported by the U.K. Engineering & Physical Sciences Research Council (EPSRC) project Safe & SuRe (EP/K006924/1).

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 143Issue 7July 2017

History

Received: Jul 4, 2016
Accepted: Dec 21, 2016
Published online: Mar 20, 2017
Published in print: Jul 1, 2017
Discussion open until: Aug 20, 2017

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Karwan Muhammed [email protected]
Research Graduate, Centre for Water Systems, Univ. of Exeter, Exeter EX4 4QF, U.K.; Lecturer, Dept. of Irrigation, Univ. of Sulaimani, Sulaimani, Kurdistan Region, Iraq. E-mail: [email protected]
Raziyeh Farmani [email protected]
Associate Professor, Centre for Water Systems, College of Engineering, Mathematics and Physical Sciences, Univ. of Exeter, Exeter EX4 4QF, U.K. (corresponding author). E-mail: [email protected]
Kourosh Behzadian [email protected]
Senior Lecturer, School of Computing and Engineering, Univ. of West London, London W5 5RF, U.K. E-mail: [email protected]
Kegong Diao [email protected]
Lecturer, De Montfort Univ., Leicester LE1 9BH, U.K. E-mail: [email protected]
David Butler [email protected]
Professor, Centre for Water Systems, Univ. of Exeter, Exeter EX4 4QF, U.K. E-mail: [email protected]

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