TECHNICAL PAPERS
Jan 1, 2009

Optimization Model for Integrated Regional Wastewater Systems Planning

Publication: Journal of Water Resources Planning and Management
Volume 135, Issue 1

Abstract

The wastewater generated in urban areas is one of the main sources of water pollution, particularly in regions characterized with large population density and high urbanization degree. In this paper, we present an optimization model for regional wastewater systems planning. The model is aimed at helping to determine the best possible configuration (layout of sewer networks, location of treatment plants, etc.) for the wastewater system of a region taking economic, environmental, and technical criteria explicitly into account. It can be used separately, or as a building block of a broad decision-support tool designed to cover all (or most of) the issues involved in the implementation of an Integrated Water Resources Management approach. The model is solved through a simulated annealing algorithm. The type of results that can be obtained through the application of the model is illustrated for three case studies.

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Acknowledgments

The writers gratefully acknowledge support received from Fundação para a Ciência e a Tecnologia through Grant Nos. POCTI/ECM/39172/2001 and SFRH/BD/31080/2006.

References

Aarts, E., and Lenstra, J. K., eds. (2003). Local search in combinatorial optimization, Princeton University Press, Princeton, N.J.
Antunes, A., and Peeters, D. (2001). “On solving complex multi-period location models using simulated annealing.” Eur. J. Oper. Res., 130(1), 190–201.
Brill, E. D., and Nakamura, M. (1978). “A branch and bound method for use in planning regional wastewater treatment systems.” Water Resour. Res., 14(1), 109–118.
Burn, D. H., and Yulianti, J. S. (2001). “Waste-load allocation using genetic algorithms.” J. Water Resour. Plann. Manage., 127(2), 121–129.
Cerny, V. (1985). “Thermodynamical approach to the traveling salesman problem—An efficient simulation algorithm.” J. Optim. Theory Appl., 45(1), 41–51.
Chapra, S. C. (1997). Surface water quality modeling, McGraw-Hill, New York.
Cho, J. H., Sung, K. S., and Ha, S. R. (2004). “A river water quality management model for optimising regional wastewater treatment using a genetic algorithm.” J. Environ. Manage., 73(3), 229–242.
Converse, A. O. (1972). “Optimum number and location of treatment plants.” J. Water Pollut. Control Fed., 44(8), 1629–1636.
Cunha, M. C., and Sousa, J. (1999). “Water distribution network design optimization: A simulated annealing approach.” J. Water Resour. Plann. Manage., 125(4), 215–221.
Cunha, M. C., and Sousa, J. (2001). “Hydraulic infrastructures design using simulated annealing.” J. Infrastruct. Syst., 7(1), 32–39.
Deininger, R. A. (1965). “Water quality management: The planning of economically optimal pollution control systems.” Ph.D. thesis, Northwestern Univ., Evanston, Ill.
Dougherty, D. E., and Marryott, R. A. (1991). “Optimal groundwater-management. 1: Simulated annealing.” Water Resour. Res., 27(10), 2493–2508.
European Commission. (2003). “Common implementation strategy for the water framework directive (2000/60/EC).” Guidance document No. 11: Planning process, Office for Official Publications of the European Communities, Luxembourg.
European Commission. (2004). “Report on the implementation of council directive 91/271/EEC of 21 May 1991 concerning urban waste water treatment, as amended by commission directive 98/15/EC of 27 February 1998.” ⟨http://eur-lex.europa.eu/LexUriServ/site/en/com/2004/com2004_0248en01.pdf⟩ (Jan. 9, 2007).
Graves, G. W., Hatfield, G. B., and Whinston, A. B. (1972). “Mathematical programming for regional water-quality management.” Water Resour. Res., 8(2), 273–290.
Joeres, E. F., Dressler, J., Choand, C. C., and Falkner, C. H. (1974). “Planning methodology for the designing of regional wastewater treatment systems.” Water Resour. Res., 10(4), 643–649.
Johnson, D. S., Aragon, C. R., McGeoch, L. A., and Schevon, C. (1989). “Optimization by simulated annealing: an experimental evaluation. 1: Graph partitioning.” Oper. Res., 37(6), 865–892.
Kirkpatrick, S., Gellatt, C., and Vecchi, M. (1983). “Optimization by simulated annealing.” Science, 220(4598), 671–680.
Klemetson, S. L., and Grenney, W. J. (1985). “Dynamic optimization of regional wastewater treatment systems.” J. Water Pollut. Control Fed., 57(2), 128–134.
Lauria, D. T. (1979). “Desk calculator model for wastewater planning.” J. Envir. Engrg. Div., 105(1), 113–120.
Loucks, D. P., ReVelle, C. S., and Lynn, W. R. (1967). “Linear programming models for water pollution control.” Manage. Sci., 14(4), B166–B181.
Lynn, W. R., Logan, J. A., and Charnes, A. (1962). “Systems analysis for planning wastewater treatment plants.” J. Water Pollut. Control Fed., 34(6), 565–581.
McConagha, D. L., and Converse, A. D. (1973). “Design and cost allocation algorithm for waste treatment systems.” J. Water Pollut. Control Fed., 45(12), 2558–2566.
McKinney, D. C., and Lin, M. D. (1994). “Genetic algorithm solution of groundwater-management models.” Water Resour. Res., 30(6), 1897–1906.
Melo, J. J. (1992). “Optimization of regional wastewater treatment systems: The Opttar model.” Ph.D. dissertation, New Univ. of Lisbon, Lisbon, Portugal.
Melo, J. J., and Câmara, A. S. (1994). “Models for the optimization of regional wastewater treatment systems.” Eur. J. Oper. Res., 73(1), 1–16.
Michalewicz, Z., and Fogel, D. B. (2004). How to solve it: Modern heuristics, Springer, Berlin.
Nunes, L. M., Caeiro, S., Cunha, M. C., and Ribeiro, L. (2006). “Optimal estuarine sediment monitoring network design with simulated annealing.” J. Environ. Manage., 78(3), 294–304.
Nunes, L. M., Paralta, E., Cunha, M. C., and Ribeiro, L. (2004). “Groundwater nitrate monitoring network optimisation with missing data.” Water Resour. Res., 40, W02406.
Rauch, W., and Harremoes, P. (1999). “Genetic algorithms in real time control applied to minimize transient pollution from urban wastewater systems.” Water Res., 33(5), 1265–1277.
Savic, D. A., and Walters, G. A. (1997). “Genetic algorithms for least-cost design of water distribution networks.” J. Water Resour. Plann. Manage., 123(2), 67–77.
Schutze, M., Butler, D., and Beck, M. B. (1999). “Optimisation of control strategies for the urban wastewater system: An integrated approach.” Water Sci. Technol., 39(9), 209–216.
Smeers, Y., and Tyteca, D. (1982). “Optimal location and design of wastewater treatment plants under river quality constraints.” Environmental systems analysis and management, S. Rinaldi, ed., North-Holland, Amsterdam, The Netherlands, 289–310.
Sousa, J., Ribeiro, A., Cunha, M. C., and Antunes, A. (2002). “An optimization approach to waste water systems planning at regional level.” J. Hydroinform., 4(2), 115–123.
Voutchkov, N. S., and Boulos, P. F. (1993). “Heuristic screening methodology for regional wastewater treatment planning.” J. Environ. Eng., 119(4), 603–614.
Wang, C. G., and Jamieson, D. G. (2002). “An objective approach to regional wastewater treatment planning.” Water Resour. Res., 38(3), 4/1–4/8.
Wanielista, M. P., and Bauer, C. S. (1972). “Centralization of waste treatment facilities.” J. Water Pollut. Control Fed., 44(12), 2229–2238.
Weeter, D. W., and Belardi, J. G. (1976). “Analysis of regional water treatment system.” J. Envir. Engrg. Div., 102(1), 233–237.
Zeferino, J., Cunha, M. C., and Antunes, A. (2007). “Siting and sizing the components of a regional wastewater system: A multiobjective approach.” Water resources management IV, C. A. Brebbia and A. G. Kungolos, eds., WIT Transactions on Ecology and the Environment, Vol. 103, WIT Press, Southampton, U.K., 123–132.
Zeferino, J. A., Antunes, A. P., and Cunha, M. C. (2006). “Estudo de um algoritmo de recozimento simulado para o planeamento regional de sistemas de saneamento” Actas do XII Simpósio Luso-Brasileiro de Engenharia Sanitária e Ambiental (CD-ROM) (in Portuguese).

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 135Issue 1January 2009
Pages: 23 - 33

History

Received: Jan 10, 2007
Accepted: Feb 4, 2008
Published online: Jan 1, 2009
Published in print: Jan 2009

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Authors

Affiliations

Maria C. Cunha [email protected]
Professor, Dept. of Civil Engineering, Univ. of Coimbra, Polo II, 3030-788, Coimbra, Portugal. E-mail: [email protected]
Liliana Pinheiro [email protected]
Research Assistant, National Laboratory of Civil Engineering, Avenida do Brasil 101, 1700-066, Lisbon, Portugal. E-mail: [email protected]
João Zeferino [email protected]
Ph.D. Student, Dept. of Civil Engineering, Univ. of Coimbra, Polo II, 3030-788, Coimbra, Portugal. E-mail: [email protected]
António Antunes [email protected]
Professor, Dept. of Civil Engineering, Univ. of Coimbra, Polo II, 3030-788, Coimbra, Portugal. E-mail: [email protected]
Pedro Afonso [email protected]
Professor, Dept. of Civil Engineering, Polytechnic Institute of Coimbra, Quinta da Nora, 3030-199, Coimbra, Portugal. E-mail: [email protected].

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