Technical Notes
Aug 28, 2023

Developing a Simplified Practical Approach for Analyzing the Criticality of Isolation Valves

Publication: Journal of Water Resources Planning and Management
Volume 149, Issue 11

Abstract

Maximizing reliability is imperative for water distribution network (WDN) design. Recent claims about providing adequate and operable isolation valves as a focal aspect of a reliable WDN design have attracted substantial interest. In this direction, this paper attempts to answer the question of which isolation valves in a WDN must be prioritized based on their criticality toward enhancing WDN reliability. Two novel algorithms are proposed, one for ranking every isolation valve in a WDN and the second to identify the location of a new isolation valve to reduce the criticality of a specific valve in a WDN. Unlike the prevailing methodologies, the proposed algorithms are entirely based on the topological attributes of a WDN and do not require a calibrated hydraulic model, which is often a limiting factor in WDN management. Our proof of concept has unveiled the capability of the methodology to deliver preliminary information to water utilities regarding the criticality of valves without any hydraulic simulation.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

This research was supported by a grant from the Ministry of Science and Technology of the State of Israel and the Federal Ministry of Education and Research (BMBF), Germany.

References

Abdel-Mottaleb, N., P. G. Saghand, M. J. Wakhungu, H. Charkhgard, E. C. Wells, and Q. Zhang. 2022. “Identifying critical isolation valves in a water distribution network: A socio-technical approach.” Water 14 (21): 3587. https://doi.org/10.3390/w14213587.
Abdel-Mottaleb, N., and T. Walski. 2021. “Evaluating segment and valve importance and vulnerability.” J. Water Resour. Plann. Manage. 147 (5): 04021020. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001366.
Atashi, M., A. N. Ziaei, S. R. Khodashenas, and R. Farmani. 2020. “Impact of isolation valves location on resilience of water distribution systems.” Urban Water J. 17 (6): 560–567. https://doi.org/10.1080/1573062X.2020.1800761.
Atkinson, S., R. Farmani, F. A. Memon, and D. Butler. 2014. “Reliability indicators for water distribution system design: Comparison.” J. Water Resour. Plann. Manage. 140 (2): 160–168. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000304.
Beker, B. A., and M. L. Kansal. 2023. “Pipe and isolation valve failure-impact analysis and prioritization model for an urban water distribution network.” J. Hydroinf. 25 (2): 491–510. https://doi.org/10.2166/hydro.2023.179.
Berardi, L., D. Laucelli, F. Ciliberti, S. Bruaset, G. Raspati, I. Selseth, R. Ugarelli, and O. Giustolisi. 2022. “Reliability analysis of complex water distribution systems: The role of the network connectivity and tanks.” J. Hydroinf. 24 (1): 128–142. https://doi.org/10.2166/hydro.2021.140.
Creaco, E., M. Franchini, and S. Alvisi. 2012. “Evaluating water demand shortfalls in segment analysis.” Water Resour. Manage. 26 (8): 2301–2321. https://doi.org/10.1007/s11269-012-0018-0.
Ghesi, A., M. Forsyhth, and G. Naser. 2016. “Water distribution systems reliability: A review of research literature.” J. Water Resour. Plann. Manage. 142 (11): 04016047. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000690.
Gupta, R., and P. R. Bhave. 1994. “Reliability analysis of water-distribution systems.” J. Environ. Eng. 120 (2): 447–461. https://doi.org/10.1061/(ASCE)0733-9372(1994)120:2(447).
Hernandez Hernandez, E., and L. Ormsbee. 2021. “Segment-based assessment of consequences of failure on water distribution systems.” J. Water Resour. Plann. Manage. 147 (4): 04021009. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001340.
Jayaram, N., and K. Srinivasan. 2008. “Performance-based optimal design and rehabilitation of water distribution networks using life cycle costing.” Water Resour. Res. 44 (1): 1–15. https://doi.org/10.1029/2006WR005316.
Jun, H. 2005. “Strategic valve locations in a water distribution system.” Doctoral dissertation, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ.
Liu, H., T. Walski, G. Fu, and C. Zhang. 2017. “Failure impact analysis of isolation valves in a water distribution network.” J. Water Resour. Plann. Manage. 143 (7): 04017019. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000766.
Ostfeld, A., et al. 2012. “Battle of the water calibration networks.” J. Water Resour. Plann. Manage. 138 (5): 523–532. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000191.
Ostfeld, A., and U. Shamir. 1993. “Incorporating reliability in optimal design of water distribution networks—Review and new concepts.” Reliab. Eng. Syst. Saf. 42 (1): 5–11. https://doi.org/10.1016/0951-8320(93)90049-5.
Prasad, T. D., and N.-S. Park. 2004. “Multiobjective genetic algorithms for design of water distribution networks.” J. Water Resour. Plann. Manage. 130 (1): 73–82. https://doi.org/10.1061/(ASCE)0733-9496(2004)130:1(73).
Simone, A., C. Di Cristo, and O. Giustolisi. 2022. “Analysis of the isolation valve system in water distribution networks using the segment graph.” Water Resour. Manage. 36 (10): 3561–3574. https://doi.org/10.1007/s11269-022-03213-1.
Tanyimboh, T. T., M. Tabesh, and R. Burrows. 2001. “Appraisal of source head methods for calculating reliability of water distribution networks.” J. Water Resour. Plann. Manage. 127 (4): 206–213. https://doi.org/10.1061/(ASCE)0733-9496(2001)127:4(206).
Tanyimboh, T. T., and A. B. Templeman. 1993. “Optimum design of flexible water distribution networks.” Civ. Eng. Syst. 10 (3): 243–258. https://doi.org/10.1080/02630259308970126.
Todini, E. 2000. “Looped water distribution networks design using a resilience index based heuristic approach.” Urban Water 2 (2): 115–122. https://doi.org/10.1016/S1462-0758(00)00049-2.
Trietsch, E. A., and J. H. G. Vreeburg. 2005. “Reliability of valves and section isolation.” Water Supply 5 (2): 47–51. https://doi.org/10.2166/ws.2005.0021.
Walski, T. 2020. “Providing reliability in water distribution systems.” J. Water Resour. Plann. Manage. 146 (2): 02519004. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001168.
Walski, T. M. 1993a. “Practical aspects of providing reliability in water distribution systems.” Reliab. Eng. Syst. Saf. 42 (1): 13–19. https://doi.org/10.1016/0951-8320(93)90050-9.
Walski, T. M. 1993b. “Water distribution valve topology for reliability analysis.” Reliab. Eng. Syst. Saf. 42 (1): 21–27. https://doi.org/10.1016/0951-8320(93)90051-Y.
Walski, T. M. 2011. “How many isolation valves are needed in a water distribution system?” In Vol. 1 of Proc., 11th Int. Conf. on Computing and Control for the Water Industry, Urban Water Management: Challenges and Opportunities, CCWI 2011. Exeter, UK: Centre for Water Systems.
Walski, T. M., S. J. Weiler, and T. Culver. 2006. “Using criticality analysis to identify impact of valve location.” In Proc., Water Distribution System Analysis Symp. 2006. Reston, VA: ASCE.
Wéber, R., T. Huzsvár, Á. Déllei, and C. Hős. 2023. “Criticality of isolation valves in water distribution networks with hydraulics and topology.” Water Resour. Manage. 37 (5): 2181–2193. https://doi.org/10.1007/s11269-023-03488-y.
Xu, C., and I. C. Goulter. 1999. “Reliability-based optimal design of water distribution networks.” J. Water Resour. Plann. Manage. 125 (6): 352–362. https://doi.org/10.1061/(ASCE)0733-9496(1999)125:6(352).
Yazdi, J., and M. Taji Elyatoo. 2022. “An investigation on the performance of different reliability criteria for design of water distribution networks.” Urban Water J. 19 (5): 481–491. https://doi.org/10.1080/1573062X.2022.2031229.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 149Issue 11November 2023

History

Received: Jan 22, 2023
Accepted: Jul 12, 2023
Published online: Aug 28, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 28, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Assistant Professor, Dept. of Civil Engineering, Birla Institute of Technology and Science (BITS) Pilani, Hyderabad Campus, Hyderabad, Telangana 500078, India. ORCID: https://orcid.org/0000-0002-7390-7848. Email: [email protected]
Research Fellow, Faculty of Civil and Environmental Engineering, Technion–Israel Institute of Technology, Haifa 32000, Israel. ORCID: https://orcid.org/0000-0002-1522-1805. Email: [email protected]
Professor, Faculty of Civil and Environmental Engineering, Technion–Israel Institute of Technology, Haifa 32000, Israel (corresponding author). ORCID: https://orcid.org/0000-0001-9112-6079. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share