Chapter
Jul 18, 2019
Pipelines 2019

Optimal Operational Control of Water Pipeline Systems Using Real-Time Scheduling Framework

Publication: Pipelines 2019: Planning and Design

ABSTRACT

Water supply systems (WSS) are lifelines of communities as they enable security, health, and economic prosperity. Pipeline infrastructure in many older regions of the U.S. has deteriorated leading to significant leakages and frequent component failures. These issues currently threaten the supply reliability goals of water utilities and it is important to take cognizance of these vulnerabilities and develop appropriate response strategies. In this paper, a framework for optimized near real-time scheduling for operation and control of WSSs is proposed and demonstrated. The operational statuses of different types of valves and pumps that are inclusive of the system will be controlled based on an evolutionary optimization algorithm that is driven near real-time system monitoring data (e. g. tank level values). Energy efficiency and leakage minimization goals may also be accomplished through better control of system operations using monitoring data. The results of the optimization algorithm will lead to improved system operations and sustainable usage of critical resources such as energy and treated water. The proposed approach is demonstrated using a modified version of Anytown WSS. A genetic algorithm optimization code written in MATLAB is integrated with EPANET programming toolkit to enable the modeling of monitoring-data-driven optimal WSS control. This study and its findings would help water utilities in controlling the operations, maintaining reliability, and planning rehabilitation work of their systems.

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ACKNOWLEDGMENTS

The authors are thankful to King Saud University for supporting this research study through a student fellowship. This research was also partly supported by the National Science Foundation (NSF) under Grant No. 1638321. The views and conclusions contained in this document are those of the authors and should not be interpreted as necessarily representing the official policies, either expressed or implied, of the United States Government. The support of the NSF is greatly appreciated.

REFERENCES

Eliades, D. G., Kyriakou, M., Vrachimis, S., & Polycarpou, M. M. (2017). EPANET-MATLAB toolkit: An open-source software for interfacing EPANET with MATLAB.
EPA (Environmental Protection Agency). (2008). “Ensuring a sustainable future: An energy management guidebook for wastewater and water utilities.” 〈http://www.epa.gov/waterinfrastructure/pdfs/guidebook_si_energymanagement.pdf〉 (Oct. 24, 2013).
EPRI (Electric Power Research Institute). (2002). “Water and sustainability: U.S. electricity consumption for water supply and treatment—The next half century.” Technical Rep. 1006787, Vol. 4, Palo Alto, CA.
Farmani, R., Walters, G. A., & Savic, D. A. (2005). Trade-off between total cost and reliability for Anytown water distribution network. Journal of Water Resources Planning and Management, 131(3), 161-171.
Mala-Jetmarova, H., Sultanova, N., & Savic, D. (2017). Lost in optimisation of water distribution systems? A literature review of system operation. Environmental Modelling & Software, 93, 209-254.
Marchi, A., Salomons, E., Ostfeld, A., Kapelan, Z., Simpson, A. R., Zecchin, A. C., … & Walski, T. (2013). Battle of the water networks II. Journal of water resources planning and management, 140(7), 04014009.
Prasad, T. D., & Park, N. S. (2004). Multiobjective genetic algorithms for design of water distribution networks. Journal of Water Resources Planning and Management, 130(1), 73-82.
Rossman, L. A. (2000). EPANET – User’s Manual. Cincinnati, Ohio: United States Environmental Protection Agency (USEPA)

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Published In

Go to Pipelines 2019
Pipelines 2019: Planning and Design
Pages: 243 - 248
Editors: Jeffrey W. Heidrick, Burns & McDonnell and Mark S. Mihm, HDR
ISBN (Online): 978-0-7844-8248-3

History

Published online: Jul 18, 2019
Published in print: Jul 18, 2019

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Authors

Affiliations

Abdulrahman A. Bin Mahmoud [email protected]
Doctoral Candidate, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634; Lecturer, Civil Engineering Dept., King Saud Univ., Riyadh 11451, Saudi Arabia. E-mail: [email protected]
Kalyan R. Piratla [email protected]
Assistant Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634. E-mail: [email protected]

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