Case Studies
Apr 7, 2016

Testing the Robustness of Two Water Distribution System Layouts under Changing Drinking Water Demand

Publication: Journal of Water Resources Planning and Management
Volume 142, Issue 8

Abstract

A drinking water distribution system (DWDS) is a critical and a costly asset with a long lifetime. Drinking water demand is likely to change in the coming decades. Quantifying these changes involves large uncertainties. This paper proposes a stress test on the robustness of existing DWDS under changing drinking water demands. The stress test investigates the effects of extreme but plausible demand scenarios on the network performance. Two layouts, one conventional looped designed for fire flows and one designed as a self-cleaning, were tested. For 12 demand scenarios, diurnal patterns were simulated with the end-use model SIMDEUM. The performance of the network was evaluated on three criteria: (1) network pressure, (2) water quality, and (3) continuity of supply. Although the self-cleaning layout had higher head losses, it performed better regarding water quality than the conventional layout. Both networks are robust to the extremities of drinking water demands. The stress test is useful to quantify the performance range of the DWDS. For non-Dutch locations, the criteria and scenarios can be adapted to local conditions.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 142Issue 8August 2016

History

Received: Aug 4, 2015
Accepted: Jan 20, 2016
Published online: Apr 7, 2016
Published in print: Aug 1, 2016
Discussion open until: Sep 7, 2016

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Authors

Affiliations

Claudia Agudelo-Vera, Ph.D. [email protected]
Scientific Researcher, KWR Watercycle Research Institute, 3433 PE, Nieuwegein, Netherlands (corresponding author). E-mail: [email protected]
Mirjam Blokker, Ph.D.
Principal Scientist, KWR Watercycle Research Institute, 3433 PE, Nieuwegein, Netherlands.
Jan Vreeburg, Ph.D.
Principal Scientist, KWR Watercycle Research Institute, 3433 PE, Nieuwegein, Netherlands; Sub-Dept. of Environmental Technology, Wageningen Univ., 6708 PB, Wageningen, Netherlands.
Henk Vogelaar
Advisor, WML, 6201 BB, Maastricht, Netherlands.
Sanne Hillegers
Team Leader, Waternet, 1096 AC, Amsterdam, Netherlands.
Jan Peter van der Hoek, Ph.D.
Executive Officer, Waternet, 1096 AC, Amsterdam, Netherlands; Professor, Faculty Civil Engineering and Geosciences, Delft Univ. of Technology, 2628 CD, Delft, Netherlands.

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