title: Steady-state analytical models for performance assessment of landfill composite liners.
abstract: One-dimensional mathematical models were developed for organic contaminant transport through landfill composite liners consisting of a geomembrane (GM) and a geosynthetic clay liner (GCL) or a GM and a compacted clay liner (CCL). The combined effect of leakage through GM defects, diffusion in GM and the underlying soil liners, and degradation in soil liners were considered. Steady state analytical solutions were provided for the proposed mathematical models, which consider the different combinations of advection, diffusion, and degradation. The analytical solutions of the time lag for contaminant transport in the composite liners were also derived. The performance of GM/GCL and GM/CCL was analyzed. For GM/GCL, the bottom flux can be reduced by a factor of 4 when the leachate head decreases from 10 to 0.3 m. The influence of degradation can be ignored for GM/GCL. For GM/CCL, when the leachate head decreases from 10 to 0.3 m, the bottom flux decreases by a factor of 2-4. Leachate head has greater influence on bottom flux in case of larger degradation rate (e.g., half-life = 1 year) compared to the case with lower degradation rate (e.g., half-life = 10 years). As contaminant half-life in soil liner decreases from 10 to 1 year, bottom flux decreases by approximately 2.7 magnitudes of orders. It is indicated that degradation may have greater influence on time lag of composite liner than leachate head. As leachate head increases from zero to 10 m, time lag for GM/CCL can be reduced by 5-6 years. Time lag for the same composite liner can be reduced by 10-11 years as contaminant half-life decreases from 10 to 1 year. Reducing leachate head acting on composite liners and increasing the degradation capacity of the soil liner would be the effective methods to improve the performance of the composite liners. The proposed analytical solutions are relatively simple and can be used for preliminary design and performance assessment of composite liners.
authors.affiliation: College of Architecture and Civil Engineering, Zhejiang University, Hangzhou, 310058, China, xiehaijian@zju.edu.cn.
authors.forename: Haijian
authors.initials: H
authors.lastname: Xie
authors.forename: Yuansheng
authors.initials: Y
authors.lastname: Jiang
authors.forename: Chunhua
authors.initials: C
authors.lastname: Zhang
authors.forename: Shijin
authors.initials: S
authors.lastname: Feng
authors.forename: Zhanhong
authors.initials: Z
authors.lastname: Qiu
mesh_terms: D000538:Aluminum Silicates; D000077215:Clay; D004058:Diffusion; D006207:Half-Life; D008962:Models, Theoretical; D012037:Refuse Disposal / Q000379:methods*; D012987:Soil; D013997:Time Factors; D064091:Waste Disposal Facilities / Q000295:instrumentation*; D014874:Water Pollutants, Chemical / Q000032:analysis*; D014876:Water Pollution / Q000517:prevention & control*
chemical_list: D000538:Aluminum Silicates; D012987:Soil; D014874:Water Pollutants, Chemical; D000077215:Clay