Technical Papers
Mar 3, 2014

Discrete Pump Scheduling and Leakage Control Using Linear Programming for Optimal Operation of Water Distribution Systems

Publication: Journal of Hydraulic Engineering
Volume 140, Issue 6

Abstract

Pump station scheduling is a major issue in optimal water system operation. Pump operation may be of an on/off form or of a fluctuating form using a variable-frequency drive (VFD). This research proposes an iterative linear discrete pump-scheduling algorithm using linear programming (LP). The examined problem includes nonlinear convex headloss, leakage, and varying total-head pump energy consumption constraints. A discrete pump operation index is proposed to select time steps on which to enforce a discrete pump operation constraint. After each iteration step, the index is recalculated based on the previous iteration steps’ results and the discrete operation constraint is added or removed from the time steps accordingly. The iterative process stops when all time steps have been discretely evaluated. The algorithm is first demonstrated on a small illustrative example application and compared to the global minimal results found by enumeration. Next, the algorithm is demonstrated on two complex example applications using several test cases. The resulting optimization model may be used to provide applicable operational schemes, including hydraulic water head constraints, leakage, varying pump energy consumption, and sequential discrete pump operation, minimizing operational cost. As linear programming is used, the proposed algorithm has short solution times with assurances of solution convergence to the global minimum. Different from commonly used approaches, including mixed integer programming (MIP), or evolutionary methods, a new approach is presented for discrete pump scheduling using linear programming, applicable to general discrete decision problems.

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Acknowledgments

This research was supported by the Fund for the Promotion of Research at the Technion, and by the Technion Grand Water Research Institute (GWRI).

References

Bagirov, A. M., et al. (2013). “An algorithm for minimization of pumping costs in water distribution systems using a novel approach to pump scheduling.” Math. Comput. Model., 57(3–4), 873–886.
Boulos, P. F., Wu, Z., Orr, C. H., Moore, M., Hsiung, P., and Thomas, D. (2011). “Optimal pump operation of water distribution systems using genetic algorithms.” 〈http://www.citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.114.1935〉 (Jan. 7, 2014).
Fang, H., Wu, W., Lv, M., and Gao, J. (2011). “Optimising pump system with constant and variable speed pumps: Case study.” Int. J. Model. Ident. Control, 12(4), 412–420.
Georgescu, S.-C., Popa, R., and Georgescu, A.-M. (2010). “Pumping stations scheduling for a water supply system with multiple tanks.” UPB Sci. Bull. Series D, 72(3), 129–140.
Gong, Y., Cheng, J., Zhang, R., and Zhang, L. (2011). “Algorithm of daily operation scheme for parallel pumping stations.” J. Drain. Irrig. Mach. Eng., 29(3), 230–235.
Kougias, L. P., and Theodossiou, N. P. (2013). “Multiobjective pump scheduling optimization using harmony search algorithm (HSA) and polyphonic HAS.” Water Resour. Manage., 27(5), 1249–1261.
Kurek, W., and Ostfeld, A. (2013). “Multi-objective optimization of water quality, pumps operation, and storage sizing of water distribution systems.” J. Environ. Manage., 115, 189–197.
Nitivattananon, V., Sadowski, E. C., and Quimpo, R. G. (1996). “Optimization of water supply system operation.” J. Water Resour. Plann. Manage., 374–384.
Price, E., and Ostfeld, A. (2013a). “Iterative linearization scheme for convex nonlinear equations: Application to optimal operation of water distribution systems.” J. Water Resour. Plann. Manage., 299–312.
Price, E., and Ostfeld, A. (2013b). “Iterative LP water system optimal operation including headloss, leakage, total head and source cost.” J. Hydroinf., in press.
Pulido-Calvo, I., and Gutiérrez-Estrada, J. C. (2011). “Selection and operation of pumping stations of water distribution systems.” Environ. Res. J., 5(3), 1–20.
Salomons, E., Goryashko, A., Shamir, U., Rao, Z., and Alvisi, S. (2007). “Optimizing the operation of the Haifa-A water-distribution network.” J. Hydroinf., 09(1), 51–64.
Seleka, I., Benea, J. G., and Hos, C. (2012). “Optimal (short-term) pump schedule detection for water distribution systems by neutral evolutionary search.” Appl. Soft Comput., 12(8), 2336–2351.
Yuan, Y., and Liu, C. (2012). “Solving optimum operation of single pump unit problem with ant colony optimization (ACO) algorithm.” 26th IAHR Symp. on Hydraulic Machinery and Systems, IOP Conf. Series: Earth and Environmental Science, IOP Publishing, Philadelphia, PA.
Yuan, Y., and Liu, C. (2013). “Application of ant colony algorithm to optimal operation of single pump unit at pumping stations.” J. Hydroelectric Eng., 32(1), 263–268.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 6June 2014

History

Received: Jul 29, 2013
Accepted: Dec 18, 2013
Published ahead of print: Mar 3, 2014
Published online: Mar 4, 2014
Published in print: Jun 1, 2014
Discussion open until: Aug 4, 2014

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Authors

Affiliations

Ph.D. Student, Faculty of Civil and Environmental Engineering, Technion–Israel Institute of Technology, Haifa 32000, Israel. E-mail: [email protected]
Avi Ostfeld [email protected]
F.ASCE
Associate Professor, Faculty of Civil and Environmental Engineering, Technion–Israel Institute of Technology, Haifa 32000, Israel (corresponding author). E-mail: [email protected]

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