Modeling Leachate Generation Using Artificial Neural Networks

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Apr 28, 2009 - 10- Schroeder, P.R., Dozier, T.S., Zappi, P.A., McEmce, B.M., Sjostrom, J.W., and Peyton, R.L. (1994). The ... Holland, H. D., and Turekian, K. K..
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Modeling Leachate Generation Using Artificial Neural Networks Mohammad Javad Zoqi 1

(Received Apr. 28, 2009

Mohsen Saeedi 2

Accepted May 19, 2010)

Abstract

In this study, a neural network model is proposed for modeling leachate flow-rate in a municipal solid waste landfill site. After training, the neural network model predicts leachate generation based on meteorological data and leachate characteristics. Parameters such as pH, temperature, conductivity and meteorological data were used as input data. To validate the proposed method, a case study was carried out based on the data obtained from city of Beirut landfill site. While waste disposal at the site started in October 1997, measuring leachate generation rates was not initiated until April 1998. The Levenberg-Marquardt algorithm was selected as the best of thirteen backpropagation algorithms. The optimal neuron number for Levenberg-Marquardt algorithm is 10. The performance of modeling was determined. According to the statistical performance indices (R=0.976, ARE=0.089), the results of the forecast model were in good agreement with measured data.

Keywords: Artificial Neural Network, Leachate, Flow Rate, Meteorological Data. 1. M.Sc. of Civil- Environmental, Faculty Member of Environmental Research Institute of Jahad Daneshgahi, Rasht (Corresponding Author) (+98 131) 3232407 [email protected] 2. Assoc. Prof. of Water and Environmental, Dept. of Civil Eng., Iran University of Science and Tech., Tehran

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&*+) L 1- Daniel, D.E. (1993). Geotechnical practices for waste disposal, Chapman and Hall Pub., London. 2- Brian, B., Michael, V.B., Jeff, S., and Katherine, B. (2009). “Integrated waste management as a climate change stabilization wedge.” Waste Management and Research, 27, 839-849 3- Safari, E., and Baronian, C. (2002). “Modeling temporal variations in leachate quantity generated at Kahrizak landfill.” Proc. of International Environmental Modeling Software Society, (IEMSS’02), Faculty of Environmental Engineering, University of Tehran, Tehran, Iran, 482-487. 4- Islam, J., and Singhal, N. (2002). “A one-dimensional reactive multicomponent landfill leachate transport model.” Environmental Modelling and Software, 17 (6), 531-543. 5- Shroff, V.S. (1999). “An investigation of leachate production from MSW landfills in semi-arid climates.” M.Sc. Thesis, The University of Calgary, Alberta. 6- El-Fadel, M., Findikakis, A.N., and Leckie, J.O. (1997). “Environmental impacts of solid waste landfilling.” J. of Environmental Management, 50, 1-25.

82

7- Shroff, V.S., and Hettiaratchi, J.P.A. (1998). “Importance of field capacity of in modeling leachate production from MSW landfills.” Environmental Modelling and Software, 21, 1190-1197. 8- Canziani, R., and Cossu, R. (1989). “Landfill hydrology and leachate production.” In: Chrisensen, T.H., Cossu, R., and Stegmann, R. (Eds.) Sanitary Landfilling: Process, Technology and Environmental Impact, Academic Press, London. 9-Fenn, D.G., Hanley, K.J., and DeGeare, T.V. (1975). Use of the water balance method for predicting leachate generation from solid waste disposal sites, U.S. Environmental Protection Agency, EPA/530/ SW-168, Washington, DC. 10- Schroeder, P.R., Dozier, T.S., Zappi, P.A., McEmce, B.M., Sjostrom, J.W., and Peyton, R.L. (1994). The hydrologic evaluation of landfill performance (HELP) model: Engineering documentation for version 3, EPA/600/R-94/1686, U.S. Environmental Protection Agency Office of Research and Development, Washington, DC. 11- Bestamin, O., and Ahmet, D. (2007). “Neural network prediction model for the methane fraction inbiogas from field-scale landfill bioreactors.” Environmental Modelling and Software, 22 (6), 815-822. 12- Rodriguez, M.J., and Se´rodes, J. B. (1999). “Assessing empirical linear and non-linear modelling of residual chlorine in urban drinking water systems.” Environmental Modelling and Software, 14 (1), 93-102. 13- Onkal-Engin, G., Demir, I., and Engin, S. N. (2005). “Determination of the relationship between sewage odour and BOD by neural networks.” Environmental Modelling and Software, 20 (7), 843-850. 14- Kolehmainen, M., Martikainen, H., and Ruuskanen, J. (2001). “Neural networks and periodic components used in air quality forecasting.” Atmospheric Environment, 35, 815-825. 15- Holubar, P., Zani, L., Hager, M., Fro¨schl, W., Radak, Z., and Braun, R. (2002). “Advanced controlling of anaerobic digestion by means of hierarchical neural networks.” Water Research, 36, 2582-2588. 16- Maier, H.R., and Dandy, G.C. (1998). “Understanding the behaviour and optimising the performance of back-propagation neural networks: An empirical study.” Environmental Modelling and Software, 13 (2), 179191. 17- Hagan, M.T., Demuth, H.B., and Beale, M.H. (1996). Neural network design, PWS Pub., Boston, MA. 18- Abdi, H., Valentin, D., Edelman, B., and O’Toole, A.J., (1996). “A widrowe hoff learning rule for a generalization of the linear auto-associator.” J. of Mathematical Psychology, 40 (2), 175-182. 19- World Bank. (1995). Lebanese republic solid waste environmental management project, Staff Appraisal Report, USA. 20- Baldwin, D., Cui, S., and Dussek, C. (1999). “Technical aspects of the disposal of plastic-wrapped baled wastes at naameh landfill, Beirut, Lebanon.” Sardinia 99: Seventh Waste Management and Landfill Symposium, vol. I, CISA Environmental Sanitary Engineering Center, Cagliary, Sardinia, Italy, 279-286. 21- Campbell, D.J.V. (1982). “Absorptive capacity of refuse.” Harwell Landfill Leachate Symposium, Harwell, Oxon, UK. 22- Benson, C. H., Barlaz, M. A., Lane, D. T., and Rawe, J. M. (2007). “Practice review of five bioreactor/recirculation landfills.” Waste Management, 27, 13-29. 23- Christensen, T. H., Kjeldsen, P., Bjerg, P. L., Jensen, D. L., Christensen, J. B., Baun, A., Albrechtsen, H.J. and Heron, G. (2001). “Biogeochemistry of landfill leachate plumes.” Applied Geochemistry, 16 (7-8), 659718. 24- Bjerg, P. L., Albrechtsen, H. J., Kjeldsen, P., Christensen, T. H., Cozzarelli, I. M., and Heinrich, D. H. (2003). “The groundwater geochemistry of waste disposal facilities.” Holland, H. D., and Turekian, K. K. (Eds.), Treatise on Geochemistry, Elsevier Ltd., Amsterdam.

83

25- Moghaddamnia, A., Ghafari, M., Piri, J., Amin, S., and Han, D. (2009). “Evaporation estimation using artificial neural networks and adaptive neuro-fuzzy inference system techniques.” Advances in Water Resources, 32(1), 89-97. 26- Blight, G. E., and Hojem, D. J. (1996). Production of landfill leachate in water-deficient areas, landfilling of waste: Leachate, E and FN SPON Pub., London. 27- Jackson, R. E. (1980). Aquifer contamination and protection, Project 8.3 of the International Hydrological Programme, UNESCO. 28- Chen, P. H. (1996). “Assessment of leachates from sanitary landfills: Impact of age, rainfall, and treatment.” Environment International, 22 (2), 225-237. 29- Tchobanoglous, G., and Theisen, H. (1993). Integrated solid waste management, McGraw-Hill, Inc., New York. 30- Ehrig, H. J. (1996). Prediction of landfill gas production from laboratory-scale tests, Landfilling of waste: Biogas, E and FN SPON Pub., London. 31- Hamed, M.M., Khalafallah, M.G., and Hassanien, E.A. (2004). “Prediction of wastewater treatment plant performance using artificial neural networks.” Environmental Modelling and Software, 19 (10), 919-928. 32- Almasri, M.N., and Kaluarachchi, J. J. (2005). “Modular neural networks to predict the nitrate distribution in groundwater using the onground nitrogen loading and recharge data.” Environmental Modelling and Software, 20 (7), 851- 871.

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