Optimization of Energy Costs Considering Hydraulic and Quality Reliability Using Ant Colony Algorithm

Document Type : پژوهشی

Authors

1 Ferdowsi University of Mashhad

2 University of Tehran.

Abstract

Energy costs comprise considerable amount of operation costs in water distribution networks. Optimal management of energy costs to provide required water for consumers with desired quality is of high importance. To achieve this, optimization is defined as a powerful tool. In this paper, by focusing on operation phase, multi-objective optimization of water supply network considering hydraulic, quality and integrated reliability measures is performed. In each of these cases, the first goal is to minimize energy costs and maximization of each reliability measure is considered as the second objective. Therefore, it is necessary to set the performance schedule of the pumps over a period of time, one day, such a way that pumping schedual changes based on consumption variation during the day. In addition, it is required to maximize the hydraulic, quality and integrated reliability measures in the network. In this paper, in order to adapt more pump operating modes of pump station, both constant and variable speed pumps are used. In order to optimize performance of water distribution network, due to the high efficiency and simplicity of ant colony algorithm, the NA-ACO-CD (Non-Dominated Archiving Ant Colony Optimization with Crowd Distance) algorithm has been coded in Visual Studio C++. The efficiency of NA-ACO-CD algorithm is tested with mathematical functions and proved to be applicable on water distribution networks. The proposed method is evaluated on Anytown water distribution network and required pareto curved are produced. It is concluded that the methodology cannot be attained to a combination of pump speeds such that all three pump, hydraulic and quality reliabilities will be maximized simultaneously.

Keywords


Atkinson, R., Van Zyl, J. E., Walters, G. A., Savic, D. A., "Genetic Algorithm Optimization of Level-Controlled Pumping Station Operation", In Proceeding of Water Network Modelling for Optimal Design and Management, Centre for Water Systems, Exeter, U.K., pp.79–90, (2000).
2. Savic, D.A., Walters, G.A., Schwab, M., "Multiobjective Genetic Algorithms for Pump Scheduling in Water Supply", Evolutionary Computing, AISB Workshop, 1305,227-236, DOI:10.1007/BFb0027177, (1997).
3. Lopez-Ibanez, M., Prasad, T. D., Paechter, B., "Ant Colony Optimization for Optimal Control of Pumps in Water Distribution Networks", Journal of Water Resources Planning and Management, No 134(4), pp. 337-346, (2008).
4.Wood, D. J., Reddy, L. S., "Using Variable Speed Pumps to Reduce Leakage and Improve Performance", In Proceedings of "Short Courses on Improving Efficiency and Reliability in Water Distribution Systems, (Eds. E. Cabrera and A.F. Vela.), Valencia, Spain, 1, pp.145-169. (1994).
5. هاشمی، س.س.، «بهینه‌سازی شبکه‌های آب با حداقل سازی انرژی پمپاژ» پایان‌نامۀ کارشناسی ارشد، دانشکده مهندسی عمران، پردیس دانشکده های فنی، دانشگاه تهران، ایران. (1389).
6. مهزاد، ن.، "بهینه سازی چندهدفه بهره‌برداری از شبکه توزیع آب با در نظر گرفتن تأثیرات پمپ و مخزن"، پایان‌نامه کارشناسی ارشد، دانشکده مهندسی عمران، پردیس دانشکده‌های فنی، دانشگاه تهران، ایران. (1390).
7. Farmani, R., Walters, G. and Savic, D., "Evolutionary multi-objective optimization of the design and operation of water distribution network: total cost vs. reliability vs. water quality". Journal of Hydroinformatics, No 8 (3), pp. 165-179. (2006).
8. Todini, E.,"Looped Water Distribution Networks Design Using a Resilience Index Based Heuristic Approach", Urban Water, No 2 (3), pp.115–122. (2000).
9. Tabesh, M., Tanyimboh, T. T., Burrows, R,"Head Driven Simulation of Water Supply Networks", International Journal of Engineering, Transactions A: Basics, No 15 (1), pp.11-22. (2002).
10. Tabesh, M., "Implications of the pressure dependency of outflows on data management, mathematical modeling and reliability assessment of water distribution systems", PhD Thesis, Department of Civil Engineering, University of Liverpool, England, (1998).
11. Males, R. M., Clark, R. M., Wehrman, P. J. & Gates, W. E., "Algorithm for mixing problems in water systems",Journal of Hydraulic Engineering, ASCE, No 111 (2), pp. 206–219, (1985).
12.Rossman, L.A., "EPANET2 Users Manual", US Environmental Protection Agency. Cincinnati, OH., (2000).
13. Dorigo, M., "Optimization, learning and natural algorithms", Ph.D. Thesis, Politecnico di Milano, Milan, Italy, (1992).
14. Mariano, C.E. and Morales, E., "A multiple objective ant-Q algorithm for the design of water distribution irrigation networks", Proceedings of First International Workshop on Ant Colony Optimization ANTS, Brussels, Belgium, (1998).
15. Maier, H.R., Simpson, A.R., Zecchin, A.C., Foong, W.K., Phang, K.Y., Seah, H.Y. and Tan, C.L.,"Ant Colony optimization for the design of water distribution systems", Proceedings of World Water and Environmental Resources Congress, ASCE,The Rosen Plaza Hotel, Orlando, Florida, United States, (2001).
16. Maier, H.R., Simpson, A.R., Zecchin, A.C., Foong, W.K., Phang, K.Y., Seah, H.Y. and Tan, C.L., "Ant colony optimization for design of water distribution systems", Journal of Water Resources Planning and Management, No 129(3), pp.200-209, (2003).
17. Zecchin, A.C., Maier, H.R., Simpson, A.R., Leonard, M. and Nixon, J.B., "Parametric Study for an Ant Algorithm Applied to Water Distribution System Optimization", IEEE Transactions on Evolutionary Computation, No 9(2), pp.175-191, (2005).
18. Zecchin, A.C., Maier, H.R., Simpson, A.R., Leonard, M. and Nixon, J.B.," Ant colony optimization applied to water distribution system design: comparative study of five algorithms", Journal of Water Resources Planning and Management, No 133(1), pp. 87-92, (2007).
19. Afshar, A., Sharifi, F., Jalali, M. R., "Non-Dominated Archiving Multi-Colony Ant Algorithm for Multi-Objective Optimization: Application to Multi-Purpose Reservoir Operation", Engineering Optimization, No 41(4), pp. 313-325, (2009).
20. Young, H. P., "An Evolutionary Model of Bargaining", Journal of Economic Theory, No 59(1), pp. 145-168, (1993).
21. Salazar, R., Szidarovszky, F., Coppola, Jr. E., Rojano, A., “Application of game theory for a groundwater conflict in Mexico”, Journal of Environmental Management, No 84(4), pp.560–71, (2007).
22. Walski, T. M., Brill, E. D., Gessler, J., Goulter, L. C., Jeppson, R. M., Lansey, K., Lee H. L., Leibman, J. C., Mays, L., Moegan, D. R., and Ormsbee, L., "Battle of the Network Models: Epilogue", Journal of Water Resources Planning and Management, ASCE, No 113(2), pp. 191-203, (1987).
23. Murphy, L. J., Dandy, G. C., Simpson, A. R., "Optimum Design And Operation Of Pumped Water Distribution Systems", Proceeding Conference on Hydraulics in Civil Engineering, Institution of Engineers,Brisbane, Australia, pp. 149–155, (1994).
24. Salazar, R., Szidarovszky, F., Coppola, Jr. E., Rojano, A., “Application of game theory for a groundwater conflict in Mexico”, Journal of Environmental Management, No 84(4), pp. 560–71, (2007).
CAPTCHA Image