Technical Papers
Feb 3, 2017

Modeling of Leachate Recirculation Using Spraying–Vertical Well Systems in Bioreactor Landfills

Publication: International Journal of Geomechanics
Volume 17, Issue 7

Abstract

Leachate recirculation in municipal solid waste (MSW) landfills operated as bioreactors offers significant economic and environmental benefits. However, vertical well (VW) recirculation may not be an effective method because gravity will cause the recirculated leachate to flow directly downward to the leachate collection systems at the bottom of the landfill, resulting in a waste of recirculated leachate. One of the solutions to minimize the misapplication of leachate is to enable the leachate to flow in horizontal directions using combined spraying-VW systems, thus enabling it to flow through more MSW. The key objectives of this study were to investigate combined spraying-VW systems, to analyze the effects of applying spraying and VW recirculation systems simultaneously on the leachate migration in landfills, and to estimate some key design parameters (e.g., the steady-state flow rate, the influence radius, and the cumulative leachate volume). In addition, design charts for engineering application were established using a dimensionless variable formulation. The proposed design charts prove both simple and useful.

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Acknowledgments

The authors thank the reviewers for their critical review of the paper, which was very useful. Much of the work described in this paper was supported by the National Natural Science Foundation of China under Grants 41661130153 and 41572265, the Program for New Century and Excellent Talents in University under Grant NCET-13-0421, the National Program for Support of Top-Notch Young Professionals, and the Newton Advanced Fellowship of the Royal Society. The writers greatly acknowledge this financial support and express the most sincere gratitude.

References

Breitmeyer, R. J., and Benson, C. H. (2011). “Measurement of unsaturated hydraulic properties of municipal solid waste.” Proc., Geo-Frontiers Congress 2011, ASCE, Reston, VA, 1433–1442.
Chen, P., and Wei, C. (2015). “Numerical procedure for simulating the two-phase flow in unsaturated soils with hydraulic hysteresis.” Int. J. Geomech., 04015030.
Chen, Y. M., Xu, X. B., and Zhan, L. T. (2012). “Analysis of solid-liquid-gas interactions in landfilled municipal solid waste by a bio-hydro-mechanical coupled model.” Sci. China, Ser. E: Technol. Sci., 55(1), 81–89.
Choo, J., White, J., and Borja, R. (2016). “Hydromechanical modeling of unsaturated flow in double porosity media.” Int. J. Geomech., D4016002.
Chouksey, S. K., and Babu, G. S. (2015). “Constitutive model for strength characteristics of municipal solid waste.” Int. J. Geomech., 04014040.
Durmusoglu, E., Corapcioglu, M. Y., and Tuncay, K. (2006). “Modeling of settlement in saturated and unsaturated municipal landfills.” Int. J. Geomech., 269–278.
Ering, P., and Babu, G. S. (2015). “Slope stability and deformation analysis of Bangalore MSW landfills using constitutive model.” Int. J. Geomech., 04015092.
Feng, S. J., Cao, B. Y., Zhang, X., and Xie, H. J. (2015). “Modeling of leachate recirculation using vertical wells in bioreactor landfills.” Environ. Sci. Pollut. Res., 22(12), 9067–9079.
Feng, S. J., Zhang, X., and Cao, B. Y. (2014). “Leachate recirculation in bioreactor landfills considering the effect of MSW settlement on hydraulic properties.” Environ. Earth Sci., 72(7), 2315–2323.
FLAC 2D [Computer software]. Itasca Consulting Group, Minneapolis.
GEO-SLOPE International. (2008). Seepage modeling with SEEP/W 2007: An engineering methodology, 3rd Ed., Calgary, AB, Canada.
Grellier, S., Bouyé, J. M., Guérin, R., Robain, H., and Skhiri, N. (2005). “Electrical resistivity tomography (ERT) applied to moisture measurements in bioreactor: Principles, in situ measurements and results.” Proc., Int. Workshop on Hydro-Physico-Mechanics of Landfills, TU Delft, Delft, Netherlands, 21–22.
Haydar, M. M., and Khire, M. V. (2005). “Leachate recirculation using horizontal trenches in bioreactor landfills.” J. Geotech. Geoenviron. Eng., 837–847.
Hossain, M., Penmethsa, K., and Hoyos, L. (2009). “Permeability of municipal solid waste in bioreactor landfill with degradation.” Geotech. Geol. Eng., 27(1), 43–51.
Jain, P., Townsend, T. G., and Tolaymat, T. M. (2010a). “Steady-state design of vertical wells for liquids addition at bioreactor landfills.” Waste Manage., 30(11), 2022–2029.
Jain, P., Townsend, T. G., and Tolaymat, T. M. (2010b). “Steady-state design of horizontal systems for liquids addition at bioreactor landfills.” Waste Manage., 30(12), 2560–2569.
Kazimoglu, Y. K. (2007). Moisture retention and conductivity properties of waste refuse: A laboratory study, School of Engineering and the Built Environment, Edinburgh Napier Univ., Edinburgh, Scotland.
Khire, M. V., and Mukherjee, M. (2007). “Leachate injection using vertical wells in bioreactor landfills.” Waste Manage., 27(9), 1233–1247.
Kulkarni, H. S. (2012). “Optimization of leachate recirculation systems in bioreactor landfills.” Ph.D. dissertation, Univ. of Illinois, Chicago, IL.
McDougall, J. (2007). “A hydro-bio-mechanical model for settlement and other behaviour in landfilled waste.” Comput. Geotech., 34(4), 229–246.
Mehta, R., Barlaz, M. A., Yazdani, R., Augenstein, D., Bryars, M., and Sinderson, L. (2002). “Refuse decomposition in the presence and absence of leachate recirculation.” J. Environ. Eng., 228–236.
Miller, D. E., and Emge, S. M. (1997). “Enhancing landfill leachate recirculation system performance.” Pract. Period. Hazard. Toxic Radioact. Waste Manage., 113–119.
Reddy, K. R., Giri, R., and Kulkarni, H. (2014). “Validation of two-phase flow model for leachate recirculation in bioreactor landfills.” Waste Manage.
Reddy, K. R., Kulkarni, H. S., and Khire, M. V. (2012). “Two-phase modeling of leachate recirculation using vertical wells in bioreactor landfills.” J. Hazard. Toxic Radioact. Waste, 272–284.
Savoikar, P., and Choudhury, D. (2011). “Translational seismic failure analysis of MSW landfills using pseudodynamic approach.” Int. J. Geomech., 136–146.
Stoltz, G. (2009). “Transferts en milieu poreux biodégradable, non saturé, deformable et á double porosité: Application aux ISDND.” Ph.D. thesis, Université Joseph Fourier, Grenoble, France.
Stoltz, G., Tinet, A. J., Staub, M. J., Oxarango, L., and Gourc, J. P. (2012). “Moisture retention properties of municipal solid waste in relation to compression.” J. Geotech. Geoenviron. Eng., 535–543.
SEEP/W [Computer software]. GEO-SLOPE, Calgary, AB, Canada.
Tinet, A. J., et al. (2011). “Experimental and theoretical assessment of the multi-domain flow behaviour in a waste body during leachate infiltration.” Waste Manage., 31(8), 1797–1806.
Townsend, T. G. (1995). “Leachate recycle at solid waste landfills using horizontal injection.” Ph.D. dissertation, Univ. of Florida, Gainesville, FL.
Townsend, T. G., and Miller, W. L. (1998). “Leachate recycle using horizontal injection.” Adv. Environ. Res., 2(2), 129–138.
Van Genuchten, M. Th. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44(5), 892–898.
Warith, M. (2002). “Bioreactor landfills: Experimental and field results.” Waste Manage., 22(1), 7–17.
Wu, H., Wang, H., Zhao, Y., Chen, T., and Lu, W. (2012). “Evolution of unsaturated hydraulic properties of municipal solid waste with landfill depth and age.” Waste Manage., 32(3), 463–470.
Xu, X. B., Zhan, T. L. T., Chen, Y. M., and Beaven, R. P. (2014). “Intrinsic and relative permeabilities of shredded municipal solid wastes from the Qizishan landfill, China.” Can. Geotech. J., 51(11), 1243–1252.
Zhan, T. L., and Ng, C. W. (2004). “Analytical analysis of rainfall infiltration mechanism in unsaturated soils.” Int. J. Geomech., 273–284.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 17Issue 7July 2017

History

Received: Apr 28, 2016
Accepted: Nov 16, 2016
Published online: Feb 3, 2017
Published in print: Jul 1, 2017
Discussion open until: Jul 3, 2017

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Authors

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Shi-Jin Feng, Ph.D. [email protected]
Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). E-mail: [email protected]
Ben-Yi Cao
Graduate Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.
Hai-Jian Xie
Associate Professor, Institute of Hydrology and Water Resources Engineering, Zhejiang Univ., Hangzhou 310058, China.

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