Technical Papers
Jan 31, 2022

A Graph Theory-Based Layout Algorithm for PRVs Placement and Setpoint Determination in Water Distribution Systems

Publication: Journal of Water Resources Planning and Management
Volume 148, Issue 4

Abstract

This paper presents a new valve positioning algorithm (VPA) for water network pressure reduction. The proposed algorithm is a graph theory-based algorithm combined with EPANET2.2 to position pressure-reducing valves (PRVs) at the most effective locations, having the most effect on downstream pressure reduction, and then calculates the setpoint for locally controlled valves. Each algorithm solution positions one valve on the edge with the highest-pressure reduction indicator calculated using the depth-first search algorithm. The setpoint is then calculated according to downstream pressure differences to the minimum service pressure to be supplied. The PRV location and setpoint found by the algorithm may be used to install and set locally controlled PRVs or serve as a guide for positioning remote-controlled PRVs. The algorithm is demonstrated on a simple example network using demand-driven analysis (DDA), pressure-driven analysis (PDA), and genetic algorithms (GA) and on a medium and a large example application (DDA). Any number of PRVs may be installed using the algorithm, which returns stable results and very short solution times while maintaining minimum service pressure requirements to the critical consumers.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request (e.g., example applications input data).

Acknowledgments

This research was supported by the Israel Science Foundation (Grant No. 555/18).

References

Alonso, J. M., F. Alvarruiz, D. Guerrero, V. Hernández, P. A. Ruiz, A. M. Vidal, F. Martínez, J. Vercher, and B. Ulanicki. 2000. “Parallel computing in water network analysis and leakage minimization.” J. Water Resour. Plann. Manage. 126 (4): 251–260. https://doi.org/10.1061/(ASCE)0733-9496(2000)126:4(251).
Araujo, L. S., H. Ramos, and S. T. Coelho. 2006. “Pressure control for leakage minimisation in water distribution systems management.” Water Resour. Manage. 20 (1): 133–149. https://doi.org/10.1007/s11269-006-4635-3.
Covelli, C., L. Cimorelli, L. Cozzolino, R. D. Morte, and D. Pianese. 2016. “Reduction in water losses in water distribution systems using pressure reduction valves.” Water Sci. Technol. Water Supply 16 (4): 1033–1045. https://doi.org/10.2166/ws.2016.020.
Deb, K., A. Pratap, S. Agarwal, and T. Meyarivan. 2002. “A fast and elitist multiobjective genetic algorithm: NSGA-II.” IEEE Trans. Evol. Comput. 6 (2): 182–197. https://doi.org/10.1109/4235.996017.
De Paola, F., E. Galdiero, and M. Giugni. 2017. “Location and setting of valves in water distribution networks using a harmony search approach.” J. Water Resour. Plann. Manage. 143 (6): 04017015. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000760.
Deuerlein, J., O. Piller, and I. Montalvo. 2014. “Improved real-time monitoring and control of water supply networks by use of graph decomposition.” Procedia Eng. 89 (Jan): 1276–1281. https://doi.org/10.1016/j.proeng.2014.11.436.
Gomes, R., A. S. Marques, and J. Sousa. 2012. “Identification of the optimal entry points at district metered areas and implementation of pressure management.” Urban Water J. 9 (6): 365–384. https://doi.org/10.1080/1573062X.2012.682589.
Gupta, A., N. D. Bokde, and K. D. Kulat. 2018. “Hybrid leakage management for water network using PSF algorithm and soft computing techniques.” Water Resour. Manage. 32 (3): 1133–1151. https://doi.org/10.1007/s11269-017-1859-3.
Jowitt, P. W., and C. Xu. 1990. “Optimal valve control in water distribution networks.” J. Water Resour. Plann. Manage. 116 (4): 455–472. https://doi.org/10.1061/(ASCE)0733-9496(1990)116:4(455).
Magini, R., I. Pallavicini, and D. Verde. 2007. “Multi objective approach for leakage reduction in water distribution systems.” Water Resour. Manage. 103 (May): 625–634. https://doi.org/10.2495/WRM070581.
Mosetlhe, T. C., Y. Hamam, S. Du, and E. Monacelli. 2020. “A survey of pressure control approaches in water supply systems.” Water 12 (6): 1732. https://doi.org/10.3390/w12061732.
Nicolini, M., and L. Zovatto. 2009. “Optimal location and control of pressure reducing valves in water networks.” J. Water Resour. Plann. Manage. 135 (3): 178–187. https://doi.org/10.1061/(ASCE)0733-9496(2009)135:3(178).
Pecci, F., E. Abraham, and I. Stoianov. 2019. “Global optimality bounds for the placement of control valves in water supply networks.” Optim. Eng. 20 (2): 457–495. https://doi.org/10.1007/s11081-018-9412-7.
Price, E., and A. Ostfeld. 2013. “Iterative LP water system optimal operation including headloss, leakage, total head and source cost.” J. Hydroinf. 15 (4): 1203–1223. https://doi.org/10.2166/hydro.2013.124.
Rahman, A., and Z. Y. Wu. 2018. “Multistep simulation-optimization modeling approach for partitioning water distribution system into district meter areas.” J. Water Resour. Plann. Manage. 144 (5): 04018018. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000927.
Saldarriaga, J., and C. A. Salcedo. 2015. “Determination of optimal location and settings of pressure reducing valves in water distribution networks for minimizing water losses.” Procedia Eng. 119 (Jan): 973–983. https://doi.org/10.1016/j.proeng.2015.08.986.
Sitzenfrei, R., Q. Wang, Z. Kapelan, and D. Savić. 2020. “Using complex network analysis for optimization of water distribution networks.” Water Resour. Res. 56 (8): e2020WR027929. https://doi.org/10.1029/2020WR027929.
Vairavamoorthy, K., and J. Lumbers. 1998. “Leakage reduction in water distribution systems: Optimal valve control.” J. Hydraul. Eng. 124 (11): 1146–1154. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:11(1146).

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 148Issue 4April 2022

History

Received: May 13, 2021
Accepted: Nov 19, 2021
Published online: Jan 31, 2022
Published in print: Apr 1, 2022
Discussion open until: Jun 30, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Eyal Price, Ph.D. [email protected]
Faculty of Civil and Environmental Engineering, Technion–Israel Institute of Technology, Haifa 32000, Israel. 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.

Cited by

  • Operating Water Distribution Systems for Equitable Access to Clean Water, World Environmental and Water Resources Congress 2024, 10.1061/9780784485477.109, (1229-1235), (2024).
  • A Graph-Theory-Based PRV Placement Algorithm for Reducing Water Age in Water Distribution Systems, Water, 10.3390/w14233796, 14, 23, (3796), (2022).
  • Pressure management in water distribution systems through PRVs optimal placement and settings, Water Research, 10.1016/j.watres.2022.119236, 226, (119236), (2022).

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