Technical Papers
Jul 24, 2018

Dispersion and Sedimentation Characteristics of Red Mud

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 22, Issue 4

Abstract

Red mud is the bauxite residue generated from aluminum industries, and due to its low utilization rate, a large volume of red mud in slurry form is stored. The high alkalinity (pH>11) favors leachate and hinders the sedimentation of red mud. Occasional collapse of a red mud reservoir dam like Ajka in Hungary leaves an adverse impact on the greater vicinity due to spreading of red mud particles over a large area. In this research, an attempt has been made to control the dispersive nature of red mud and accelerating sedimentation by adding different additives. Based on pinhole and cylindrical dispersive test, biopolymers (xanthan gum and guar gum) were found to be effective in controlling the dispersiveness of red mud due to the formation of ionic and hydrogen bonds. The high magnitude of the zeta potential (>30  mV) of red mud slurry was found to be the hindrance in the sedimentation. Phosphogypsum and salt (NaCl) solutions were found effective in reducing the zeta potential and pH, thereby accelerating the rate of sedimentation of the red mud slurry. The column sedimentation test showed that phosphogypsum is more effective in accelerating the rate of sedimentation due to the formation of agglomerated particles as observed in scanning electron micrography.

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Acknowledgments

The authors would like to acknowledge the financial support of the present work from the Department of Science and Technology (DST), India, under the SERB program SB/S3/CEE/036/2013.

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Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 22Issue 4October 2018

History

Received: Oct 14, 2017
Accepted: Apr 10, 2018
Published online: Jul 24, 2018
Published in print: Oct 1, 2018
Discussion open until: Dec 24, 2018

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Authors

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Shamshad Alam, S.M.ASCE [email protected]
Ph.D. Research Scholar, Dept. of Civil Engineering, NIT Rourkela, Rourkela, Odisha 769008, India. Email: [email protected]
Bijaya Kumar Das [email protected]
Research Scholar, School of Civil Engineering, KIIT Univ., Bhubaneswar, Odisha 751024, India. Email: [email protected]
Sarat Kumar Das [email protected]
Associate Professor, Dept. of Civil Engineering, NIT Rourkela, Rourkela, Odisha 769008, India (corresponding author). Email: [email protected]

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