Discussion of “Effect of Pipe Size and Location on Water-Main Head Loss in Water Distribution Systems” by Saeed Hashemi, Yves Filion, Vanessa Speight, and Andrew Long
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Volume 147, Issue 10
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Data Availability Statement
No data or code were generated or used during the study.
References
Dziedzic, R., and B. W. Karney. 2015. “Energy metrics for water distribution system assessment: Case study of the Toronto network.” J. Water Resour. Plann. Manage. 141 (11): 04015032. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000555.
Ghorbanian, V., B. Karney, and Y. Guo. 2016. “Pressure standards in water distribution systems: Reflection on current practice with consideration of some unresolved issues.” J. Water Resour. Plann. Manage. 142 (8): 04016023. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000665.
Hashemi, S., Y. R. Filion, and V. L. Speight. 2018. “Examining the energy performance associated with typical pipe unit head loss thresholds.” J. Am. Water Works Assoc. 110 (9): 15–27. https://doi.org/10.1002/awwa.1089.
Kettler, A. J., and I. C. Goulter. 1985. “Analysis of pipe breakage in water distribution network.” Can. J. Civ. Eng. 12 (2): 286–293. https://doi.org/10.1139/l85-030.
Lambert, A. O., T. G. Brown, M. Takizawa, and D. Weimer. 1999. “A review of performance indicators for real losses from water supply systems.” J. Water Supply Res. Technol. AQUA 48 (6): 227–237. https://doi.org/10.2166/aqua.1999.0025.
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Journal of Water Resources Planning and Management
Volume 147 • Issue 10 • October 2021
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Aug 4, 2020
Accepted: Mar 16, 2021
Published online: Jul 29, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 29, 2021
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