Technical Papers
Jan 7, 2015

Dependence of Gas Collection Efficiency on Leachate Level at Wet Municipal Solid Waste Landfills and Its Improvement Methods in China

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 4

Abstract

Landfill gas (LFG) collection efficiency is low at many municipal solid waste (MSW) landfills in China. The relevant mechanism and potential solution for this problem are studied through laboratory gas permeability tests on MSW, field LFG extraction tests at a landfill subjected to leachate drawdown, numerical assessment of the LFG collection efficiency at the landfill with different leachate levels, and engineering application of the measures to improve LFG collection. The research work outcomes are as follows: High water content in the food-rich MSW is one of the major reasons causing the high leachate level at many Chinese landfills. High leachate mounds tend to result in a high degree of saturation in waste, and hence a low gas permeability of the waste. Therefore, the LFG collection efficiency at Chinese landfills with high leachate level is lower than expected. A drawdown of leachate level at a Chinese landfill by pumping resulted in a significant increase in the LFG collection rate and the influence radius of LFG extraction wells. The dependence of LFG collection efficiency on the leachate level relative to the total waste thickness was verified and quantified. The leachate level is suggested to be controlled to less than 30% of the total waste thickness to achieve a high LFG collection efficiency. Engineering application at a Chinese landfill indicated that the retrofitted facilities, including deep vertical wells and horizontal drainage trenches, were effective in lowering high leachate level. The drawdown of leachate level resulted in an increase of LFG collection efficiency from 10–20 to 60–90%.

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Acknowledgments

The authors are very grateful for the support of the National Basic Research Program of China (“973” Project) (Grant No. 2012CB719800), the National Natural Science Foundation of China (Grant No. 41402249), and the China Postdoctoral Science Foundation (Grant No. 2013M541782). The constructive comments from the anonymous reviewers are also greatly appreciated.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141Issue 4April 2015

History

Received: Oct 17, 2013
Accepted: Nov 24, 2014
Published online: Jan 7, 2015
Published in print: Apr 1, 2015
Discussion open until: Jun 7, 2015

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Tony Liang Tong Zhan, Ph.D. [email protected]
Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang Univ., No. 866 Yuhangtang Rd., Hangzhou 310058, China. E-mail: [email protected]
Xiao Bing Xu, Ph.D. [email protected]
Postdoctoral Researcher, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang Univ., No. 866 Yuhangtang Rd., Hangzhou 310058, China (corresponding author). E-mail: [email protected]
Yun Min Chen, Ph.D. [email protected]
Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang Univ., No. 866 Yuhangtang Rd., Hangzhou 310058, China. E-mail: [email protected]
Xiao Fei Ma [email protected]
Engineer, Hanjia Design Group Co., Ltd, No. 501 Hushu Rd., Hangzhou 310005, China. E-mail: [email protected]
Ji Wu Lan, Ph.D. [email protected]
Senior Engineer, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang Univ., No. 866 Yuhangtang Rd., Hangzhou 310058, China. E-mail: [email protected]

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