Closure to “Modeling of Flow Control Valves with a Nonzero Loss Coefficient” by N. B. Gorev, I. F. Kodzhespirova, and P. Sivakumar
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Volume 143, Issue 9
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Acknowledgments
The authors are grateful to the discussers for their attention to the problem and interest in the paper.
References
Abdy Sayyed, M. A. H., Gupta, R., and Tanyimboh, T. T. (2015). “Noniterative application of EPANET for pressure dependent modelling of water distribution systems.” Water Resour. Manage., 29(9), 3227–3242.
Giustolosi, O., Savic, D., and Kapelan, S. (2008). “Pressure-driven demand and leakage simulation for water distribution networks.” J. Hydraul. Eng., 626–635.
Gorev, N. B., and Kodzhespirova, I. F. (2013). “Noniterative implementation of pressure-dependent demands using the hydraulic analysis engine of EPANET 2.” Water Resour. Manage., 27(10), 3623–3630.
Gupta, R., Nair, A. G. R., and Ormsbee, L. (2016). “Leakage as pressure-driven demand in design of water distribution networks.” J. Water Resour. Plann. Manage., 04016005.
Pacchin, E., Alvisi, S., and Franchini, M. (2017). “Analysis of non-iterative methods and proposal of a new one for pressure-driven snapshot simulations with EPANET.” Water Resour. Manage., 31(1), 75–91.
Rossman, L. A. (2000). Epanet 2 user’s manual, U.S. EPA, Cincinnati.
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Published In
Journal of Hydraulic Engineering
Volume 143 • Issue 9 • September 2017
Copyright
©2017 American Society of Civil Engineers.
History
Received: Feb 6, 2017
Accepted: Mar 6, 2017
Published online: May 27, 2017
Published in print: Sep 1, 2017
Discussion open until: Oct 27, 2017
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