Design and installation of a state-of-the-art landfill liner system

2020 ◽  
pp. 175-181 ◽  
Author(s):  
R. Trauger ◽  
K. Tewes
Keyword(s):  
State Of The Art ◽  
Landfill Liner ◽  
Liner System

Stability Analysis of Landfill Liner System Based on Numerical Simulation

2012 ◽  
Vol 446-449 ◽  
pp. 1637-1640
Author(s):  
Jun Li Gao ◽  
Meng Xi Zhang
Keyword(s):  
Numerical Simulation ◽  
Stability Analysis ◽  
Landfill Liner ◽  
Liner System

Behavior of Geosynthetic Clay Liners due to the Migration of Heavy Metal

2014 ◽  
Vol 989-994 ◽  
pp. 433-436 ◽  
Author(s):  
Jing Jing Fan
Keyword(s):  
Heavy Metal ◽  
Low Cost ◽  
Compacted Clay ◽  
Geosynthetic Clay Liners ◽  
Clay Liners ◽  
Composite Liner ◽  
Landfill Liner ◽  
Low Leakage ◽  
Liner System ◽  
Underlying Soil

To protect the underlying soil and groundwater from landfills, the landfills are commonly lined with layered liner systems. Geosynthetic clay liners (GCL) have been increasingly used in the landfill liner systems to substitude the traditional compacted clay liners (CCL) because of their low cost, easily construction behavior and low leakage rate. To study the behavior of the GM+GCL liner system used in China due to the migration of Pb2+, we introduce in detail GM+GCL liner systems proposed by the Chinese specification. Then one dimensional finite layer model is used to investigate the anti-pollution behavior of the CM+GCL composite liner systems, with the focuses on the heavy metal Pb2+. It could be concluded that the main migration way through the GM+GCL composite liner system is that the transport of Pb2+through a GM+GCL composite liner system of a landfill cover takes place primarily through the holes in the GM. The findings provide useful reference for preventing, controlling and treating groundwater pollution in the GM+GCL liner system technically and scientifically.

Effect of moisture supply during desiccation and shrinkage in a landfill liner system

2009 ◽  
Vol 11 (3) ◽  
pp. 197-202
Author(s):  
Jae-Beom Cho ◽  
Jae-Hyuk Hyun
Keyword(s):  
Landfill Liner ◽  
Moisture Supply ◽  
Liner System ◽  
Effect Of Moisture

Analysis of effective diffusion and transport of inorganic solute through a landfill liner system

2002 ◽  
Vol 42 (8) ◽  
pp. 929-936 ◽  
Author(s):  
Yeon-Soo Jang ◽  
Gyeong-Taek Hong
Keyword(s):  
Effective Diffusion ◽  
Landfill Liner ◽  
Liner System

Analytical model for transient coupled consolidation and contaminant transport in landfill liner system

2021 ◽  
Vol 138 ◽  
pp. 104345
Author(s):  
Huaxiang Yan ◽  
Haijian Xie ◽  
Jiawei Wu ◽  
Hao Ding ◽  
Zhanhong Qiu ◽  
...  
Keyword(s):  
Contaminant Transport ◽  
Analytical Model ◽  
Landfill Liner ◽  
Liner System

A laboratory study on migration of K+ in a two-layer landfill liner system

2005 ◽  
Vol 23 (5) ◽  
pp. 439-447 ◽  
Author(s):  
Yan Jun Du ◽  
Shigenori Hayashi
Keyword(s):  
Laboratory Study ◽  
Landfill Liner ◽  
Liner System

Polyurea Repair of a MSW Landfill Liner System

2008 ◽  
Author(s):  
R. L. Burns ◽  
J. J. Parsons
Keyword(s):  
Landfill Liner ◽  
Msw Landfill ◽  
Liner System

Evaluation of a four-component composite landfill liner system

2017 ◽  
Vol 4 (4) ◽  
pp. 257-273 ◽  
Author(s):  
Timothy D. Stark
Keyword(s):  
Landfill Liner ◽  
Liner System

scholarly journals The Performance of Four Different Mineral Liners on the Transportation of Chlorinated Phenolic Compounds to Groundwater in Landfills

2015 ◽  
Vol 2015 ◽  
pp. 1-10 ◽  
Author(s):  
Elanur Adar ◽  
Mehmet Sinan Bilgili
Keyword(s):  
Phenolic Compounds ◽  
Laboratory Scale ◽  
Landfill Liner ◽  
Liner System ◽  
Inner Diameter ◽  
Chlorinated Phenolic Compounds

The aim of this study was to investigate the efficiency of four different mineral liners (clay, bentonite, kaoline, and zeolite) which could be utilized to prevent the transport of phenolic compounds to groundwater through alternative liner systems. Four laboratory-scale HDPE reactors with 80 cm height and 40 cm inner diameter were operated for a period of 180 days. Results indicated that the transport of mono- or dichlorophenols is significantly prevented by the liner systems used, while the transport of highly chlorinated phenolic compounds cannot be prevented by the landfill liner system effectively. Highly chlorinated phenolic compounds in groundwater can be found in higher concentrations than the leachate, as a result of the degradation and transformation of these compounds. Thus, the analysis of highly chlorinated phenolic compounds such as 2,4,6-TCP, 2,3,6-TCP, 3,4,5-TCP, and PCP is of great significance for the studies to be conducted on the contamination of groundwater around landfills.

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