Optimal Pump Scheduling for Large Scale Water Transmission System by Linear Programming

• Autorzy: Błaszczyk J. , Karboński A. , Krawczyk K. , Malinowski K. , Allidina A.
• Języki publikacji: EN

Abstrakty

EN

Large scale potable water transmission system considered in this paper is the Toronto Water System, one of the largest potable water supply networks in North America. The main objective of the ongoing Transmission Operations Optimizer project consists in developing an advanced tool for providing such pumping schedules for 153 pumps, that all quantitative requirements with respect to the system operation are met, while the energy costs are minimized. We describe here a linear, so-called SimplifiedModel (SM), based on mass-balance equations, which is solved on week horizon and delivers boundary conditions for so-called Full Model (FM), which is nonlinear and takes into account hydraulic phenomena and water quality.

Słowa kluczowe

EN

linear programming; minimum cost operative planning; pump scheduling; water supply

• Wydawca: Instytut Łączności - Państwowy Instytut Badawczy
• Czasopismo: Journal of Telecommunications and Information Technology
• Rocznik: 2012
• Tom: nr 3
• Strony: 91--96
• Opis fizyczny: Bibliogr. 6 poz.,rys., tab.

Twórcy

autor

Błaszczyk J.

autor

Karboński A.

autor

Krawczyk K.

autor

Malinowski K.

autor

Allidina A.

• Research and Academic Computer Network (NASK), Wąwozowa st 18, 02-796 Warsaw, Poland,

Bibliografia

• [1] J. Błaszczyk, A. Karbowski, K. Krawczyk, and K. Malinowski, “NASK w Toronto”, Biuletyn NASK, no. 3, pp. 30–33, 2009 (in Polish).
• [2] J. Błaszczyk, K. Malinowski, and A. Allidina, “Aggregated pumping station operation planning problem (APSOP) for large scale water transmission system”, in Proc. PARA’2010, State-of-the-art in Scientific Computing, Lecture Notes in Computer Science, K. Jonasson, Ed., vol. 7133, pp. 260–269. Berlin-Heidelberg: Springer, 2012.
• [3] M. A. Brdys and B. Ulanicki, Operational Control of Water Systems: Structures, algorithms and applications. New York: Prentice Hall, 1994.
• [4] L. W. Mays, Optimal Control of Hydrosystems, 1st edit. New York: Marcel Dekker, 1997.
• [5] T. M. Walski et al., Advanced Water Distribution Modeling and Management, 1st edit. Haestad Methods Solution Center, Waterbury: Haestead Press, 2003.
• [6] L. A. Rossman, “EPANET 2 users manual”, Tech. Rep. EPA/600/R- 00/057, U.S. States Environmental Protection Agency, National Risk Management Research Laboratory, Office of Research and Development, Cincinnati, Ohio, USA, 2000.