Technical Papers
May 1, 2018

CFD Modeling of Anaerobic–Aerobic Hybrid Bioreactor Landfills

Publication: International Journal of Geomechanics
Volume 18, Issue 7

Abstract

Anaerobic–aerobic hybrid bioreactor landfills, operated in a specific way that combines the benefits afforded by both anaerobic and aerobic processes, can significantly enhance the degradation of municipal solid waste (MSW) and the recovery of energy. The present article describes an application of computational fluid dynamics (CFD) to the numerical simulation of subsurface leachate recirculation and aeration systems in hybrid bioreactor landfills. The objective of the study was to model and investigate the hydrodynamic and biochemical behavior within a hybrid bioreactor landfill. The results indicate that the suitable transition time that ensures that the most methane potential has been exploited and that the hybrid landfill changes to aerobic conditions to shorten the stabilization process effectively is when 70–80% of methane potential has been exploited. A relatively small injection pressure is suggested in the initial stage of aeration for MSW with small permeability, and the injection pressure can be raised after the pore pressure dissipates and leachate flows out of landfills smoothly. Results also show that a reasonable method of intermittent leachate recirculation during aeration is to start it when the water content decreases to the minimum value required for the hydrolysis reaction and stop it once the maximum hydrolysis rate is reached and that the configuration of the group-well system has an obvious effect on the leachate volume, whereas it appears to have a relatively small effect on the air volume.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

Much of the work described in this article was supported by the National Natural Science Foundation of China under Grants 41661130153 and 41572265, the National Program for Support of Top-Notch Young Professionals, the Shuguang Scheme under Grant 16SG19, and the Newton Advanced Fellowship of the Royal Society under Grant NA150466. The authors greatly acknowledge all of these financial supports and express sincere gratitude.

References

ANSYS. 2016. ANSYS fluent theory guide. Canonsburg, PA: ANSYS.
Beaven, R. P., J. K. White, and P. Braithwaite. 2008. “Application of the University of Southampton Landfill Degradation and Transport Model (LDAT) to an aerobic treatment field experiment.” In Proc., Global Waste Management Symp., Redhook, NY: Curran Associates.
Chen, P., and C. Wei. 2016. “Numerical procedure for simulating the two-phase flow in unsaturated soils with hydraulic hysteresis.” Int. J. Geomech. 16 (1): 04015030. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000505.
Chen, Y. M., R. Y. Guo, Y.-C. Li, H. Liu, and T. L. Zhan. 2016. “A degradation model for high kitchen waste content municipal solid waste.” Waste Manage. 58: 376–385. https://doi.org/10.1016/j.wasman.2016.09.005.
Choo, J., J. A. White, and R. I. Borja. 2016. “Hydromechanical modeling of unsaturated flow in double porosity media.” Int. J. Geomech. 16 (6): D4016002. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000558.
Chouksey, S. K., and G. S. Sivakumar Babu. 2015. “Constitutive model for strength characteristics of municipal solid waste.” Int. J. Geomech. 15 (2): 04014040. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000351.
Ering, P., and G. S. Sivakumar Babu. 2016. “Slope stability and deformation analysis of Bangalore MSW landfills using constitutive model.” Int. J. Geomech. 16 (4): 04015092. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000587.
Feng, S.-J., B.-Y. Cao, and H.-J. Xie. 2017. “Modeling of leachate recirculation using spraying–vertical well systems in bioreactor landfills.” Int. J. Geomech. 17 (7): 04017012. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000887.
Feng, S.-J., B.-Y. Cao, X. Zhang, and H.-J. Xie. 2015. “Modeling of leachate recirculation using vertical wells in bioreactor landfills.” Environ. Sci. Pollut. Res. 22 (12): 9067–9079. https://doi.org/10.1007/s11356-014-4045-7.
Fytanidis, D. K., and E. A. Voudrias. 2014. “Numerical simulation of landfill aeration using computational fluid dynamics.” Waste Manage. 34 (4): 804–816. https://doi.org/10.1016/j.wasman.2014.01.008.
Gallipoli, D., S. J. Wheeler, and M. Karstunen. 2003. “Modelling of variation of degree of saturation in a deformable unsaturated soil.” Géotechnique 53 (1): 105–112. https://doi.org/10.1680/geot.2003.53.1.105.
Ivanova, L. K. 2007. “Quantification of factors affecting rate and magnitude of secondary settlement of landfills.” Ph.D. thesis, Univ. of Southampton.
McDougall, J. 2007. “A hydro-bio-mechanical model for settlement and other behaviour in landfilled waste.” Comp. Geotech. 34 (4): 229–246. https://doi.org/10.1016/j.compgeo.2007.02.004.
Meima, J. A., N. M. Naranjo, and A. Haarstrick, 2008. “Sensitivity analysis and literature review of parameters controlling local biodegradation processes in municipal solid waste landfills.” Waste Manage. 28 (5): 904–918. https://doi.org/10.1016/j.wasman.2007.02.032.
Reddy, K. R., H. S. Kulkarni, and M. V. Khire. 2013. “Two-phase modeling of leachate recirculation using vertical wells in bioreactor landfills.” J. Hazard. Toxic Radioact. Waste. 17 (4): 272–284. https://doi.org/10.1061/(ASCE)HZ.2153-5515.0000180.
Savoikar, P., and D. Choudhury. 2012. “Translational seismic failure analysis of MSW landfills using pseudodynamic approach.” Int. J. Geomech. 12 (2): 136–146. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000127.
Stoltz, G., J. P. Gourc, and L. Oxarango. 2010. “Liquid and gas permeabilities of unsaturated municipal solid waste under compression.” J. Contam. Hydrol. 118 (1–2): 27–42. https://doi.org/10.1016/j.jconhyd.2010.07.008.
van Genuchten, M. T. 1980. “A closed form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J. 44 (5): 892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x.
Wheeler, S. J., R. S. Sharma, and M. S. R. Buisson. 2003. “Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils.” Géotechnique 53 (1): 41–54. https://doi.org/10.1680/geot.2003.53.1.41.
Zhou, A.-N., D. Sheng, S. W. Sloan, and A. Gens. 2012a. “Interpretation of unsaturated soil behaviour in the stress-saturation space, I: Volume change and water retention behaviours.” Comput. Geotech. 43: 178–187. https://doi.org/10.1016/j.compgeo.2012.04.010.
Zhou, A.-N., D. Sheng, S. W. Sloan, and A. Gens. 2012b. “Interpretation of unsaturated soil behaviour in the stress-saturation space, II: Constitutive relationships and validations.” Comput. Geotech. 43: 111–123. https://doi.org/10.1016/j.compgeo.2012.02.009.
Zhou, A.-N., S. Wu, J. Li, and D. Sheng. 2017. “Including degree of capillary saturation into constitutive modelling of unsaturated soils.” Comput. Geotech. 95: 82–98. https://doi.org/10.1016/j.compgeo.2017.09.017.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 18Issue 7July 2018

History

Received: Aug 2, 2017
Accepted: Jan 25, 2018
Published online: May 1, 2018
Published in print: Jul 1, 2018
Discussion open until: Oct 1, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Ben-Yi Cao
Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.
Shi-Jin Feng [email protected]
Professor, Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). Email: [email protected]
An-Zheng Li
Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share