Discussion of “Hydraulic Analysis of Intermittent Water-Distribution Networks Considering Partial-Flow Regimes” by S. Mohan and G. R. Abhijith
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Water Resources Planning and Management
Volume 147, Issue 11
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Data Availability Statement
No data, models, or code were generated or used during the study.
References
Abdy Sayyed, M. A. H., R. Gupta, and T. T. Tanyimboh. 2015. “Noniterative application of EPANET for pressure dependent modeling of water distribution systems.” Water Resour. Mange. 29 (9): 3227–3242. https://doi.org/10.1007/s11269-015-0992-0.
Gorev, N. B., and I. F. Kodzhespirova. 2013. “Noniterative implementation of pressure dependent demands using the hydraulic analysis engine of EPANET 2.” Water Resour. Manage. 27 (10): 3623–3630. https://doi.org/10.1007/s11269-013-0369-1.
Monsef, H., M. Naghashshzadegan, R. Farmani, and A. Jamali. 2019. “Deficiency of reliability indicators in water distribution networks.” J. Water Resour. Plann. Manage. 145 (6): 04019022. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001053.
Rossman, L. A. 2000. EPANET 2 user’s manual. Cincinnati: USEPA.
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Published In
Journal of Water Resources Planning and Management
Volume 147 • Issue 11 • November 2021
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Nov 14, 2020
Accepted: Jan 12, 2021
Published online: Sep 7, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 7, 2022
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