Technical Papers
Feb 18, 2021

Segment Identification Procedure for Water Distribution Systems

This article has been corrected.
VIEW CORRECTION
Publication: Journal of Water Resources Planning and Management
Volume 147, Issue 5

Abstract

Isolation valves are a fundamental element of water distribution systems because they provide the ability to disconnect sections of the network, which is essential to address routine maintenance and emergency conditions. In order to have a more accurate assessment of the distribution network and consider the role of valves, reliability and resilience assessment methods based on segments (i.e., the smallest set of pipes that can be isolated by the available valves in the distribution network) should be favored. This paper presents a general procedure that uses a standard EPANET network file structure to identify such segments, their elements, and unintended isolations resulting from shutdowns. This procedure is then tested on a set of real water distribution networks.

Get full access to this article

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

Data Availability Statement

Code used and models generated that support the findings of this paper are available from the corresponding author upon request.

References

Alvisi, S., E. Creaco, and M. Franchini. 2011. “Segment identification in water distribution systems.” Urban Water J. 8 (4): 203–217. https://doi.org/10.1080/1573062X.2011.595803.
Choi, Y., D. Jung, H. Jun, and J. Kim. 2018. “Improving water distribution systems robustness through optimal valve installation.” Water 10 (9): 1223. https://doi.org/10.3390/w10091223.
Creaco, E., M. Franchini, and S. Alvisi. 2010. “Optimal placement of isolation valves in water distribution systems based on valve cost and weighted average demand shortfall.” Water Resour. Manage. 24 (15): 4317–4338. https://doi.org/10.1007/s11269-010-9661-5.
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.
Eliades, D. G., M. Kyriakou, S. Vrachimis, and M. M. Polycarpou. 2016. “EPANET-MATLAB toolkit: An open-source software for interfacing EPANET with MATLAB.” In Proc., 14th Int. Conf. on Computing and Control for the Water Industry. Exeter, UK: Computing and Control for the Water Industry.
Gao, T. 2014. “Efficient identification of segments in water distribution networks.” J. Water Resour. Plann. Manage. 140 (6): 04014003. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000395.
Giustolisi, O., Z. Kapelan, and D. A. Savic. 2008. “Algorithm for automatic detection of topological changes in water distribution networks.” J. Hydraul. Eng. 134 (4): 435–446. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:4(435).
Giustolisi, O., and D. Savic. 2010. “Identification of segments and optimal isolation valve system design in water distribution networks.” Urban Water J. 7 (1): 1–15. https://doi.org/10.1080/15730620903287530.
GLUMRB (Great Lakes—Upper Mississippi River Board). 2012. Recommended standards for water works. Albany, NY: Health Research.
Gupta, R., A. Baby, P. V. Arya, and L. Ormsbee. 2014a. “Segment-based reliability/supply short fall analysis of water distribution networks.” Procedia Eng. 89 (Jan): 1168–1175. https://doi.org/10.1016/j.proeng.2014.11.244.
Gupta, R., A. Baby, P. V. Arya, and L. Ormsbee. 2014b. “Upgrading reliability of water distribution networks recognizing valve locations.” Procedia Eng. 89: 370–377. https://doi.org/10.1016/j.proeng.2014.11.201.
Hernandez, E., S. Hoagland, and L. Ormsbee. 2016. “Water distribution database for research applications.” In Proc., World Environmental and Water Resources Congress. Reston, VA: ASCE. https://doi.org/10.1061/9780784479865.049.
Hernandez, E., and L. Ormsbee. 2021. “Segment-based assessment of the consequences of failure on water distribution systems.” J. Water Resour. Plann. Manage. 147 (4). https://doi.org/10.1061/(ASCE)WR.1943-5452.0001340.
Jun, H., and G. V. Loganathan. 2007. “Valve-controlled segments in water distribution systems.” J. Water Resour. Plann. Manage. 133 (2): 145–155. https://doi.org/10.1061/(ASCE)0733-9496(2007)133:2(145).
Kao, J.-J., and P.-H. Li. 2007. “A segment-based optimization model for water pipeline replacement.” J. Am. Water Works Assn. 99 (7): 83–95. https://doi.org/10.1002/j.1551-8833.2007.tb07983.x.
Li, P.-H., and J.-J. Kao. 2008. “Segment-based vulnerability analysis system for a water distribution network.” Civ. Eng. Environ. Syst. 25 (1): 41–58. https://doi.org/10.1080/10286600701838709.
Mays, L. W. 2000. “System design: An overview.” In Water distribution system handbook. New York: McGraw-Hill.
Ozger, S., and L. Mays. 2005. “Optimal location of isolation valves in water distribution systems: A reliability/optimization approach.” In Water resources systems management tools. New York: McGraw-Hill.
Reis, L. F. R., R. M. Porto, and F. H. Chaudhry. 1997. “Optimal location of control valves in pipe networks by genetic algorithms.” J. Water Resour. Plann. Manage. 123 (6): 317–326. https://doi.org/10.1061/(ASCE)0733-9496(1997)123:6(317).
Rossman, L. A. 2000. “Epanet 2 user’s manual, U.S. environmental protection agency.” In Water supply and water resources division. Cincinnati: National Risk Management Research Laboratory.
Todini, E., and S. Pilati. 1988. “A gradient algorithm for the analysis of pipe networks.” In Computer applications in water supply. 1—System analysis and simulation, 1–20. London: Wiley.
Walski, T. M. 1993. “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.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 147Issue 5May 2021

History

Received: Aug 5, 2020
Accepted: Nov 12, 2020
Published online: Feb 18, 2021
Published in print: May 1, 2021
Discussion open until: Jul 18, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Erika Hernandez Hernandez, Ph.D., F.ASCE [email protected]
P.E.
D.WRE
Graduate Student, Dept. of Civil Engineering, Univ. of Kentucky, 161 Raymond Bldg., Lexington, KY 40506 (corresponding author). Email: [email protected]
Lindell Ormsbee, S.M.ASCE [email protected]
Director, Kentucky Water Resources Research Institute, Univ. of Kentucky, 233 Mining & Minerals Resource Bldg., Lexington, KY 40506. 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.

Cited by

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