Evidence map›Paper›PMID 35084682›Full record

ArticleEnvironmental science and pollution research international2022

A semi-analytical solution to organic contaminants transport through composite liners considering a single crack in CCL.

Haijian Xie, Hao Ding, Huaxiang Yan, Dandi Yang, Zhanghua Lou, Zhanhong Qiu, Yun Chen

Abstract read
In one paragraph

Article in Environmental science and pollution research international, 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
0cells of the map it votes in
0citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

7 authors.

Haijian XieCenter for Balance Architecture, Zhejiang University, 148 Tianmushan Rd., Hangzhou, 310007, China.
Hao DingCollege of Civil Engineering and Architecture, Zhejiang University, 866 Yuhangtang Rd., Hangzhou, 310058, China.
Huaxiang YanCollege of Civil Engineering and Architecture, Zhejiang University, 866 Yuhangtang Rd., Hangzhou, 310058, China. huaxiang.yan@manchester.ac.uk.ORCID http://orcid.org/0000-0002-6377-8624
Dandi YangCenter for Balance Architecture, Zhejiang University, 148 Tianmushan Rd., Hangzhou, 310007, China.
Zhanghua LouOcean College, Zhejiang University, Zheda Rd., Zhoushan, 316021, China.
Zhanhong QiuSchool of Civil Engineering and Architecture, Taizhou University, Taizhou, 318000, China.
Yun ChenCenter for Balance Architecture, Zhejiang University, 148 Tianmushan Rd., Hangzhou, 310007, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Compacted clay liners (CCLs) are extensively used as engineering barriers for groundwater and soil pollution. The existence of cracks/fractures in CCL caused by thermally induced shrinkage is reported to importantly damage the performance of the CCL. An analytical model is developed to study the effects of the cracks/fractures on the migration of organic contaminants through a composite liner system. Laplace transformation and Laplace inversion using the Stehfest method are adopted to derive the analytical solution, which is validated by the experimental data. The existence of crack shows a significant impact on the breakthrough curve and bottom flux of organic contaminants. Increasing the crack width from 1 to 25 mm results in an enhancement of contaminant bottom concentration by a factor of 280. Increasing the adsorption factor and degradation rate of contaminants can effectively improve the performance of the composite liner with cracks. The effects of degradation of contaminants on the breakthrough curve are found to be more significant for the case with a larger retardation factor. This may be due to the fact that increasing the retardation factor can significantly slow down the transport of contaminants, which may indirectly create a longer period for the degradation of contaminants.

Indexed as

GroundwaterRefuse DisposalWater Pollutants, ChemicalAluminum SilicatesClayAluminum SilicatesClayWater Pollutants, ChemicalCracksLandfill composite linerOrganic contaminantSemi-analytical solution

Identifiers

PMID35084682
PMCPMC9135880

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.