Technical Papers
Nov 30, 2018

Appropriate Liquid-to-Solid Ratio for Sorption Studies of Bentonite

Publication: Journal of Environmental Engineering
Volume 145, Issue 2

Abstract

This study demonstrates the importance of selecting an appropriate liquid-to-solid ratio (LS) for batch sorption study (BSS) of bentonite (BE). The current recommended LS is 20 for BSS of soils and sediments, which works well for most of the soils/sediments. However, for expansive soil like BE, LS=20 was found to be inadequate due to the formation of thick gel like consistency preventing proper interaction of metal ion with solid surface. This resulted in considerable underestimation of sorption capacity of BE. Effort was made to identify appropriate LS for BE for which there is no specific guideline available in the literature. Under controlled pH condition and Pb2+ as the model heavy metal ion, it was noted that the sorption capacity of BE increases with LS beyond 20 and with an increase in initial metal ion concentration. The highest percentage removal of Pb2+ was observed at LS=50 and lowest at LS=100 for initial concentration greater than 300  mg/L. The minimum LS possible for BE is 20, below which the interaction between the solution and soil solids becomes difficult due to formation of a thick gel like consistency. The interaction of BE with Pb2+ was further investigated from the results of field emission scanning electron microscopy (FESEM) integrated with energy dispersive X-ray spectroscopy (EDX). Fourier transform infrared (FTIR) spectrometer was used to identify the variations in interaction between the Pb2+ ions and functional group present on BE for various LS. It was concluded that for all practical purposes, LS=50 is a suitable ratio for determining sorption capacity of expansive soil like BE.

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Acknowledgments

The authors thankfully acknowledge the Department of Science and Technology, India, for providing the funding for this research work vide Project No. SR/S3/MERC/0040/2011. We also thank the Central Instrument Facility (CIF), Centre for the Environment, Environmental Engineering Laboratory, Department of Civil Engineering, at the Indian Institute of Technology Guwahati (IIT Guwahati) for providing the necessary support required for this research work.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 145Issue 2February 2019

History

Received: Apr 24, 2018
Accepted: Aug 8, 2018
Published online: Nov 30, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 30, 2019

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Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India. Email: [email protected]
S. K. Yamsani, S.M.ASCE [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India. Email: [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India. Email: [email protected]
C. R. Medhi [email protected]
Junior Technical Superintendent, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India. Email: [email protected]
S. Sreedeep, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India (corresponding author). Email: [email protected]

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