UGC Approved Journal no 63975(19)

ISSN: 2349-5162 | ESTD Year : 2014
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Published in:

Volume 8 Issue 3
March-2021
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2103237


Registration ID:
307057

Page Number

1904-1907

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Title

Suitability of Geosynthetic Clay Liners based on Hydraulic Conductivity for Various Types of Leachate

Abstract

A tremendous increase in the waste is observed specially in metropolitan cities with the increase in population and industrialization. Corresponding to this increase in the produced waste the number of landfill dumping sites are also on an increasing spree in most of the cities. A solution for the development of these dumping sites is provided by geosynthetic clay liners (GCLs) having low hydraulic conductivity and greater structural stability. GCLs are used as a part of liner system to contain the leachate percolation from solid waste management sites. GCLs are made by encapsulating bentonite between geotextiles (either woven or nonwoven), bonded together by needle-punching. Hydraulic conductivity of GCLs is dependent upon the chemical composition of bentonite as well as the chemical composition of leachate. In this study various commercially available GCLs are tested for their hydraulic conductivity for distilled water as well as for synthetically prepared leachates. A flexi wall permeameter apparatus is used for ascertaining the low hydraulic conductivities of different GCLs available. Economic feasibility of different available GCLs is also compared. Finally, suitability of GCLs based on type of waste for reducing the environmental impact due to landfill dumping sites is suggested.

Key Words

Geosynthetic clay liners (GCLs), flexi wall permeameter apparatus, low hydraulic conductivity, landfill dumping sites, synthetic leachate

Cite This Article

"Suitability of Geosynthetic Clay Liners based on Hydraulic Conductivity for Various Types of Leachate", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 3, page no.1904-1907, March-2021, Available :http://www.jetir.org/papers/JETIR2103237.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"Suitability of Geosynthetic Clay Liners based on Hydraulic Conductivity for Various Types of Leachate", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 3, page no. pp1904-1907, March-2021, Available at : http://www.jetir.org/papers/JETIR2103237.pdf

Publication Details

Published Paper ID: JETIR2103237
Registration ID: 307057
Published In: Volume 8 | Issue 3 | Year March-2021
DOI (Digital Object Identifier):
Page No: 1904-1907
Country: Bhopal, ---, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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