The Breakthrough Time Analyses of Lead Ions in CCL considering Different Adsorption Isotherms
Open Access
- 1 January 2020
- journal article
- research article
- Published by Wiley in Advances in Civil Engineering
- Vol. 2020 (1)
Abstract
As the 2 m thick compacted clay liner with permeability coefficient of 1 × 10−7 cm/s is required in the Chinese technical specifications about landfill, the performance of this compacted clay liner was analyzed considering three different adsorption isotherms (convex, straight, and concave). The effects of source concentration, adsorption mode, and waterhead on the breakthrough curve and breakthrough time of Pb2+ were discussed. The results indicate that reducing the concentration of pollution sources is beneficial to prolonging the breakthrough time. With the waterhead of 10 m, the absolute breakthrough time, respectively, increased from 2.77 to 3.7 years (concave type isotherm), from 17.63 to 26.58 years (straight type isotherm), and from 35.43 to 59.6 years (convex type isotherm), as the source concentration decreased from 1000 mg/L to 10 mg/L. The effect of adsorption isotherm type on the performance of the barrier is very obvious: with the waterhead of 10 m, the absolute breakthrough time corresponding to the convex isotherm is more than twice that of the straight adsorption isotherm, and more than 12.8 times that of the concave isotherm. The absolute breakthrough time corresponding to 0.3 m waterhead is more than 4 times that of 10 m, and reducing the waterhead can effectively increase the breakthrough time.Keywords
Funding Information
- National Natural Science Foundation of China (41702329)
- Education Department of Hunan Province (17B097)
- Ministry of Education of the People's Republic of China (2016P05)
This publication has 24 references indexed in Scilit:
- Effect of the leachate head on the key pollutant indicator in a municipal solid waste landfill barrier systemJournal of Environmental Management, 2019
- A new simplified method to calculate breakthrough time of municipal solid waste landfill linersJournal of Cleaner Production, 2019
- Decoupled Advection-Dispersion Method for Determining Wall Thickness of Slurry Trench Cutoff WallsInternational Journal of Geomechanics, 2018
- Leachate breakthrough mechanism and key pollutant indicator of municipal solid waste landfill barrier systems: Centrifuge and numerical modeling approachScience of The Total Environment, 2018
- Aspects of kaolinite characterization and retention of Pb and CdApplied Clay Science, 2002
- Transit-Time Design for Diffusion through Composite LinersJournal of Geotechnical and Geoenvironmental Engineering, 2002
- Comparison of Solute Transport in Three Composite LinersJournal of Geotechnical and Geoenvironmental Engineering, 2002
- Analytical Mass Leaching Model for Contaminated Soil and Soil Stabilized WasteGroundwater, 1997
- Transport of Low‐Concentration Contaminants in Saturated Earthen BarriersJournal of Geotechnical Engineering, 1990
- Transit-time design of earthen barriersEngineering Geology, 1990