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Oct 12, 2021

Closure to “Regularization of an Inverse Problem for Parameter Estimation in Water Distribution Systems” by Alexander Waldron, Filippo Pecci, and Ivan Stoianov

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Publication: Journal of Water Resources Planning and Management
Volume 147, Issue 12
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References

AWWA (American Water Works Association). 1999. “Calibration guidelines for water distribution system modeling.” In Proc., AWWA ImTech Conf. Denver: AWWA.
AWWA (American Water Works Association). 2016. Fire hydrants: Installation, field testing and maintenance. 5th ed. Denver: AWWA.
Pecci, F., P. Parpas, and I. Stoianov. 2020. “Sequential convex optimization for detecting and locating blockages in water distribution networks.” J. Water Resour. Plann. Manage. 146 (8): 04020057. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001233.
Rezaei, H., B. Ryan, and I. Stoianov. 2015. “Pipe failure analysis and impact of dynamic hydraulic conditions in water supply networks.” Proc. Eng. 119 (6): 253–262. https://doi.org/10.1016/j.proeng.2015.08.883.
Stoianov, I. 2017. “Dynamically adaptive and resilient water supply networks for a sustainable future.” Accessed April 24, 2021. https://gow.epsrc.ukri.org/NGBOViewGrant.aspx?GrantRef=EP/P004229/1.
Walski, T., et al. 2003. Advance water distribution modeling and management. Exton, PA: Bentley Systems.
Walski, T. 2017. “Procedure for hydraulic model calibration.” J. AWWA 109 (6): 55. https://doi.org/10.5942/jawwa.2017.109.0075.
Walski, T. M. 1986. “Case study: Pipe network model calibration issues.” J. Water Resour. Plann. Manage. 112 (2): 238. https://doi.org/10.1061/(ASCE)0733-9496(1986)112:2(238).
Walski, T. M. 2000. “Model calibration data: The good, the bad and the useless.” J. AWWA 92 (1): 94. https://doi.org/10.1002/j.1551-8833.2000.tb08791.x.
WaterUK. 2007. “National guidance document on the provision of water for fire fighting.” Accessed April 24, 2021. https://www.water.org.uk/wp-content/uploads/2018/11/national-guidance-document-on-water-for-ffg-final.pdf.
WRC (Water Research Centre). 1989. Network analysis–A code of practice. Swindon, UK: Water Authorities Association.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 147Issue 12December 2021

History

Received: Apr 29, 2021
Accepted: Sep 8, 2021
Published online: Oct 12, 2021
Published in print: Dec 1, 2021
Discussion open until: Mar 12, 2022

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Ph.D. Student, InfraSense Labs, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2BU, UK (corresponding author). ORCID: https://orcid.org/0000-0002-9513-7098. Email: [email protected]
Research Fellow, InfraSense Labs, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2BU, UK. ORCID: https://orcid.org/0000-0003-3200-0892. Email: [email protected]
Reader, InfraSense Labs, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2BU, UK. ORCID: https://orcid.org/0000-0003-0600-2894. Email: [email protected]

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Cited by

  • Principal Component Based Sampling for the Continuous Maintenance of Hydraulic Models, Water Research, 10.1016/j.watres.2022.118905, 222, (118905), (2022).

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