A water distribution network is the most expensive component of a water supply system; consequently, the overall planning, installation, and rehabilitation processes should be implemented accurately and carefully. The main issue that developing countries are facing is how to optimize the distribution network to meet increasing water demand. To tackle the issue, this paper proposes a new concept for rehabilitation and expansion of a water distribution network while ensuring cost-effectiveness and adequate water pressure. The main framework of the pipe network is formulated based on the concept of a ‘trunk/limb mains reinforced pipe system’. Reinforcement of trunk/limb mains in the network is carried out selectively, requiring proper selection of pipelines and of trunk/limb pipe diameters. A multi-step genetic algorithm was developed to obtain the objective of selecting an optimal solution design for pipeline selection and trunk/limb mains diameters. To clarify the effectiveness of this concept, cost analysis was performed. The result indicates that application of this method offers advantages for rehabilitation and expansion, in that not only meeting increasing water demand but also cost-effectiveness and desirable hydraulic conditions can be achieved in the network.
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March 2015
This article was originally published in
Journal of Water Supply: Research and Technology-Aqua
Article Contents
Research Article|
October 28 2014
A multi-step genetic algorithm model for ensuring cost-effectiveness and adequate water pressure in a trunk/limb mains pipe system
B. Bakri;
1Department of Civil Engineering, Faculty of Engineering, Hasanuddin University, Makassar, Indonesia
E-mail: [email protected]
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Y. Arai;
Y. Arai
2Department of Civil and Environmental Engineering, Tokyo Metropolitan University, Tokyo, Japan
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T. Inakazu;
T. Inakazu
2Department of Civil and Environmental Engineering, Tokyo Metropolitan University, Tokyo, Japan
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A. Koizumi;
A. Koizumi
2Department of Civil and Environmental Engineering, Tokyo Metropolitan University, Tokyo, Japan
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S. Pallu;
S. Pallu
1Department of Civil Engineering, Faculty of Engineering, Hasanuddin University, Makassar, Indonesia
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H. Yoda
H. Yoda
3Geoplan Co., Ltd, Tokyo, Japan
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Journal of Water Supply: Research and Technology-Aqua (2015) 64 (2): 176–185.
Article history
Received:
December 10 2013
Accepted:
October 03 2014
Citation
B. Bakri, Y. Arai, T. Inakazu, A. Koizumi, S. Pallu, H. Yoda; A multi-step genetic algorithm model for ensuring cost-effectiveness and adequate water pressure in a trunk/limb mains pipe system. Journal of Water Supply: Research and Technology-Aqua 1 March 2015; 64 (2): 176–185. doi: https://doi.org/10.2166/aqua.2014.191
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