Optimal selection of wastewater treatment and location for subway stations using mathematical techniques: Five stations at the eastern end of Tehran subway line 2
Abstract
Background and objectives: There are several methods to choose the optimum method and position of wastewater treatment facilities as two separate tasks. However, making these two decisions at the same time is a function of several parameters. MCDM technique is one of the best options when controversial criteria need to be taken into account. Moreover, when several controversial objectives need to be taken into account, multi-objective decision making method (MODM) is an option and the best answer is determined using mathematic programming methods. The present paper is an attempt to find an optimum location for wastewater facilities and an optimum wastewater treatment system for subway stations using mathematical techniques in Lingo software.
Methodology: The study was carried out as a quantitative applied study in the five stations of east-end of Tehran Subway Line 2. The model to follow several minimizing objectives was defined using linear binary programming. In terms of constraints of the study, financial constraint, spatial constraint, and capacity constraint are notable.
Findings: Five scenarios were defined to choose the location and method of wastewater treatment optimally. Given the objective function and the constraints, the scenario 1 (collecting all wastewaters in Sarsabz station and pumping to the urban ego system) was adopted as the optimum scenario.
Conclusion: The study showed that finding the optimum method and location of a wastewater treatment system is a big challenge and the decision making method adopted here was capable of yielding the best scenario given the objective function and the constraints.
References
Tchobanoglous, G., and Burton, F.L., (2003). “Wastewater engineering-treatment, disposal, reuse”, 4th Ed., Metcalf and Eddy, McGraw-Hill, Inc., New York.
Wang, C.G., and Jamieson, D.G., (2002). “An objective approach to regional wastewater treatmentplanning”. Water Resour. Res., 38(3), 41-48.
Lynn, W.R., Logan, J.A., Charnes, A., (1962). “ System analysis for planning wastewater treatment plants”. J. of Water Pollution Control Federation, 34(6), 565-581.
Singhirunnusorn, W.; Stenstrom, M., (2009). “Appropriate wastewater treatment systems for developing Countries: Criteria and indictor assessment in Thailand”. Water Sci. Technol. 59, 1873–1884.
Kaya, I.,(2011). “ Multicriteria location selection of wastewater treatment plant by fuzzy analytic hierarchy process”. Multiple-Valued Log. Soft Comput. 17, 305–320.
Anagnostopoulos, K.; Vavatsikos, A., (2012) “Site suitability analysis for natural systems for wastewater treatment with spatial fuzzy analytic hierarchy process”. J. Water Resour. Plan. Manag. 138,125–134.
Yeonjoo, K.; Eun-Sung, C.; Sang-Mook, J.; Sang-Ug, K.,(2013). “prioritizing the best sites for treated wastewater instream use in an urban watershed using fuzzy TOPSIS”. Resour. Conserv. Recycl. 73, 23–32.
Pophali, G.; Chelani, A.; Dhodapkar, R.,(2011). “Optimal selection of full scale tannery effluent treatment alternative using integrated AHP and GRA approach”. Expert Syst. Appl. 38, 10889–10895.
Kalbar, P.P.; Karmakar, S; Asolekar, S.R., (2013). “The influence of expert opinions on the selection of wastewater treatment alternatives: A group decision-making approach”. J. Environ. Manag. 128, 844–851.
Jing, L.; Chen, B.; Zhang, B.; Li, P., (2013). “A Hybrid Stochastic-Interval Analytic Hierarchy Process Approach for Prioritizing the Strategies of Reusing Treated Wastewater”. Math. Probl. Eng. doi:10.1155/2013/874805.
Zeng, G.; Jiang, R.; Huang, G.; Xu, M.; Li, J., (2007). “Optimization of wastewater treatment alternative selection by hierarchy grey relational analysis”. J. Environ. Manag. 82, 250–259.
Avramenko, Yury, Kamami, Martin, (2010), “Fuzzy Performance Indicators for Decision Making in Selection of Wastewater Treatment Methods”, Computer Aided Chemical Engineering Volume 28, Pages 127-132
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.
Curiel-Esparza, Jorge, A. Cuenca-Ruiz, Marco, Martin-Utrillas, Manuel, Canto-Perello, Julian, (2014). “Selecting a Sustainable Disinfection Technique for Wastewater Reuse Projects”. Water Journal. 6, 2732-2747.
Zeferino, J.A., Antunes A.P., and Cunha M.C. ,(2010). “Multi-objective model for regional wastewater systems plane”. Civil Engineering and Environmental Systems, 27(2), 95-106.
Cunha, M. C., Pinheiro, L., Zeferino J.A., Antunes, A., and Afonso, P., (2009). “Optimization model for integrated regional wastewater systems planning”. J. of Water Resources planning and Management, 135(1), 23-33.
Sousa, J., Ribeiro, A., Cunha, M.C., and Antunes, A., (2002). “An optimization approach to waste water systems planning at regional leve”l. J. Hydroinform., 4(2), 115-123.
Ratnapriya, E. A. S. K. and De Silva, R.P., (2009), “ Location Optimization of Wastewater Treatment Plants using GIS: A Case Study in Upper Mahaweli Catchment Sri Lanka case”, Applied Geoinformatics for Society and Environment, Stuttgart University of Applied Sciences
Guo, Y., Walters, G., and Savic, D., (2008). “ Optimal design of storm sewer networks: Past, present andfuture”. In proceeding of 11th International Conference on Urban Drainage, Edinburgh, Scotland, UK, 1-10.
Guangming, Z., Ru, J., Guohe, H., Min, X., and Jianbing, L. ,(2007). “Optimization of wastewater treatment alternative selection by hierarchy grey relational analysis”. J. of Environmental Management, 82, 250-259.
Zanjirani Farahani, r. Askari, n.ModaresYazdi, m., (2001). “Operations Research LinearProgramming”. Termehpublication.pp. 877. [In Persian]