Optimized Operation of Serial Pump Stations of the Shiraz Water Delivery System, Using the Genetic Algorithm
Subject Areas : Article frome a thesisBahram Sami Kashkooli 1 , Mehdi Bahrami 2
1 - کارشناس ارشد، سازههای آبی، شرکت شیراز سامیز، شیراز
2 - استادیار گروه علوم و مهندسی آب، دانشکده کشاورزی، دانشگاه فسا
Keywords: Optimization, Optimal Operation, EPANET 2, energy cost,
Abstract :
Population growth and shortage of energy warrant optimal utilization of our limited resources. Pumping stations typically run on electrical energy and economical use of the energy is desirable. Serial pumping stations are often required when the pipeline is long, or when the designed pumping head is too large to be handled by the existing single pumps. The greatest energy price reduction can be obtained by careful scheduling of pumping operation. Here, a pump operation schedule is represented as a string of binary values with each bit representing pump on/off status during a particular time interval, and pump optimal scheduling problem is coded as a problem of finding the best binary string, which results in the least energy price. In this study, a GA (genetic algorithms) based simulation-optimization model has been developed for the optimal scheduling of serial pumping stations. The model integrates GA optimizer and EPANET 2 hydraulic network solver in MATLAB. The proposed model is applied to find the optimal pump operation schedule of the Shiraz water conveyance system from the Doroudzan Reservoir in an ordinary day of the year. The results showed that the total energy cost in the optimal operation was 29% less than average in an ordinary day. Comparison between the optimal operation program and the previous studies indicated the model’s robustness.
1) رجبپور، ر.، ه. افشار. 1387. بهرهبرداری بهینه از ایستگاههای آبکشی متوالی با استفاده از الگوریتم PSO. مجله آب و فاضلاب. 66: 56-66
2) Chase, D.V., and L.E. Ormsbee. 1993. Computer generated pumping schedules for satisfying operation objectives. J. Am. Water Works Assoc. 85: 54–61.
3) Jowitt, P.W., and G. Germanopoulos. 1992. Optimal pump scheduling in water supply networks. J. Water Res. Plan. Manage. 118: 406–422.
4) Lansey, K.E., and K. Awumah. 1994. Optimal pump operations considering pump switches. J. Water Res. Plan. Manage. 120:17–35.
5) Mackle, G., D.A. Savic, and G.A. Walters. 1995. Application of genetic algorithms to pump scheduling for water supply. GALESIA, 95. London: Inst. Elect. Eng. Conf. Pub. 4/4: 400-405.
6) Mays, L.W., and Y.K. Tung. 1992. Hydro systems engineering and management. McGraw-Hill, New York: 140-157.
7) Nitivattananon, V., E.C. Sadowski, and R.G. Quimpo. 1996. Optimization of water supply system operation. J. Water Res Plan. Manage. 122: 374–384.
8) Ormsbee, L.E., T.M. Walski, D.V. Chase, and W.W. Sharp. 1989. Methodology for improving pump operation efficiency. J. Water Res. Plan. Manage. Div., Am. Soc. Civ. Eng. 115: 148–164.
9) Rodin, S.I. 1998. Use of genetic algorithm for optimal control of bulk water supply. [Online]. http://stullia.t-k.ru/waterpump/ waterpump.htm . [May 5, 2001].
10) Rodin, S.I., and M. Moradi-Jalal. 2002. Use of genetic algorithm in optimization of irrigation pumping stations. WAPIRRA program. [Online]. http://stullia.t-k.ru/waterpump/waterpump.htm. [June 10, 2002].
11) Rossman, L.A. 2000. EPANET2 Users Manual. Risk Reduction Engineering Laboratory, U. S. Environmental Protection Agency, Cincinnati, Ohio.
12) Shi, Y., and R. Eberhart. 1999. Empirical study of particle swarm optimization. Proc. IEEE Int. Cong. Evolut. Comput., Washington DC., USA: 1945-50.
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