A dual-permeability hydro-biodegradation model for leachate recirculation and settlement in bioreactor landfills

被引：11
作者：
Feng, Shi-Jin [1 ]
Bai, Zhen-Bai [1 ]
Chen, Hong-Xin [1 ]
Cao, Ben-Yi [1 ]
Lu, Shi-Feng [1 ]
Chen, Yun-Min [2 ]
机构：
[1] Tongji Univ, Dept Geotech Engn, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China
[2] Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China
来源：
ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH | 2018年 / 25卷 / 15期
基金：
中国国家自然科学基金;
关键词：
Dual-permeability model; Bioreactor landfill; Recirculation; Biodegradation; Settlement; MUNICIPAL SOLID-WASTE; FLOW; BEHAVIOR; WATER; COMPRESSION; MOVEMENT; REFUSE; MEDIA; SOILS;
D O I：
10.1007/s11356-018-1690-2
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
A dual-permeability hydro-biodegradation model is developed to describe the leachate flow in municipal solid waste (MSW) and predict the long-term settlement induced by biodegradation in bioreactor landfills. The model is verified against Hydrus-1D and a recirculation experiment conducted in a full-scale landfill. Preferential flow and mass transfer between fissure and matrix can be reasonably modeled by the proposed model. A higher recirculation flow rate can speed up the stabilization process of landfill. However, too much recirculation leachate is not economical and environmental friendly. A stabilization speed index and a leachate utilization index are adopted to evaluate the stabilization speed of bioreactor landfill and utilization rate of leachate, respectively, and the optimal recirculation flow rate is estimated. A flow rate of q = 5 x 10(-5)-5 x 10(-4) m/h (equivalent to recirculation intensity of Q = 15-150 L/ton(waste)/year) is recommended for recirculation, which has been verified by the field data in numerous bioreactor landfills.
引用
收藏
页码：14614 / 14625
页数：12
相关论文
共 34 条
  • [1] Understanding leachate flow in municipal solid waste landfills by combining time-lapse ERT and subsurface flow modelling - Part II: Constraint methodology of hydrodynamic models
    Audebert, M.
    Oxarango, L.
    Duquennoi, C.
    Touze-Foltz, N.
    Forquet, N.
    Clement, R.
    [J]. WASTE MANAGEMENT, 2016, 55 : 176 - 190
  • [2] Barenblatt G.E., 1960, J APPL MATH USSR, V24, P12861303, DOI [10.1016/0021-8928(60)90107-6, DOI 10.1016/0021-8928(60)90107-6]
  • [3] MASS-BALANCE ANALYSIS OF ANAEROBICALLY DECOMPOSED REFUSE
    BARLAZ, MA
    HAM, RK
    SCHAEFER, DM
    [J]. JOURNAL OF ENVIRONMENTAL ENGINEERING, 1989, 115 (06) : 1088 - 1102
  • [4] Performance of North American Bioreactor Landfills. II: Chemical and Biological Characteristics
    Barlaz, Morton A.
    Bareither, Christopher A.
    Hossain, Azam
    Saquing, Jovita
    Mezzari, Isabella
    Benson, Craig H.
    Tolaymat, Thabet M.
    Yazdani, Ramin
    [J]. JOURNAL OF ENVIRONMENTAL ENGINEERING, 2010, 136 (08) : 839 - 853
  • [5] Practice review of five bioreactor/recirculation landfills
    Benson, C. H.
    Barlaz, M. A.
    Lane, D. T.
    Rawe, J. M.
    [J]. WASTE MANAGEMENT, 2007, 27 (01) : 13 - 29
  • [6] Breitmeyer R. J., 2011, Geo-frontiers 2011. Advances in geotechnical engineering. Dallas, Texas, March 13-16, 2011, P1433
  • [7] Measuring transient water flow in unsaturated municipal solid waste - A new experimental approach
    Capelo, J.
    de Castro, M. A. H.
    [J]. WASTE MANAGEMENT, 2007, 27 (06) : 811 - 819
  • [8] Ehrig H. J., 1983, Waste Management and Research, V1, P53, DOI 10.1016/0734-242X(83)90024-1
  • [9] Constitutive model for municipal solid waste considering the effect of biodegradation
    Feng, S. -J.
    Cao, B. -Y.
    Bai, Z. -B.
    Yin, Z. -Y.
    [J]. GEOTECHNIQUE LETTERS, 2016, 6 (04) : 244 - 249
  • [10] The use of electrical resistivity tomography and borehole to characterize leachate distribution in Laogang landfill, China
    Feng, Shi-Jin
    Bai, Zhen-Bai
    Cao, Ben-Yi
    Lu, Shi-Feng
    Ai, Shu-Gang
    [J]. ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2017, 24 (25) : 20811 - 20817
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