Technical Papers
Aug 2, 2018

Synthesis of Ferrate(VI) in Two Cathodes and One Anode Cell: Enhanced Efficiency and Treatment of Thiocyanate in Wastewater

Publication: Journal of Environmental Engineering
Volume 144, Issue 10

Abstract

Ferrate(VI) (FeO42) is a greener oxidant in the treatment of wastewater. This paper presents electrochemical synthesis using two titanium ruthenium sheets as cathodes and a gray cast iron sheet as anode (two cathodes/one anode cell configuration). This electrolytic cell was demonstrated to produce more Fe(VI) than a one cathode/one anode cell configuration (1.6  mmol/L versus 0.4  mmol/L). In the cell, hydroxide ion concentration ([OH]), current density (Id), distance between cathodes and anode (d), and electrolyte NaCl concentration were varied to obtain optimum conditions to generate Fe(VI) efficiently. The optimum NaOH concentration was determined to be 6.2  mol/L in using applied voltage=2.8  V, I=10.0  A, Id=31.2  mA/cm2, d=2  cm, and [NaCl]=100  g/L. The efficiency of Fe(VI) to remove SCN in petroleum wastewater was tested in the pH range from 7.0 to 12.0. Additions of coagulants, polyaluminum chloride (PAC), and polyacrylamide (PAM) to petroleum wastewater under alkaline conditions eliminated the large particles present in the wastewater. Fe(VI) treatment of particle-free wastewater showed almost complete removal of SCN at pH 7.0–9.0 using [Fe(VI)]:[SCN]=4.7. At pH>9.0 of the reaction mixture of Fe(VI) and wastewater, incomplete removal of SCN in wastewater was observed.

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Acknowledgments

The authors greatly appreciated the financial support from the Key Projects of Enterprise and University Cooperation in Fujian (Grant No. 2018Y4010), the Program for the Natural Science Foundation of China (Grant No. 51678255), and the National Science and Technology Support Program of China (Grant No. 2015BAL01B01).

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 144Issue 10October 2018

History

Received: Dec 12, 2017
Accepted: Mar 30, 2018
Published online: Aug 2, 2018
Published in print: Oct 1, 2018
Discussion open until: Jan 2, 2019

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Authors

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Chunxiao Liu
Graduate Student, Xiamen Urban Water Environmental Eco-Planning and Remediation Engineering Research Center, College of Civil Engineering, Huaqiao Univ., Xiamen 360121, China.
Zhenming Zhou, Ph.D.
Associate Professor, Xiamen Urban Water Environmental Eco-Planning and Remediation Engineering Research Center, College of Civil Engineering, Huaqiao Univ., Xiamen 360121, China.
Baoling Yuan, Ph.D. [email protected]
Professor, Xiamen Urban Water Environmental Eco-Planning and Remediation Engineering Research Center, College of Civil Engineering, Huaqiao Univ., Xiamen 360121, China (corresponding author). Email: [email protected]; [email protected]
Shupo Liu
Graduate Student, Xiamen Urban Water Environmental Eco-Planning and Remediation Engineering Research Center, College of Civil Engineering, Huaqiao Univ., Xiamen 360121, China.
Fei Li, Ph.D.
Associate Professor, Xiamen Urban Water Environmental Eco-Planning and Remediation Engineering Research Center, College of Civil Engineering, Huaqiao Univ., Xiamen 360121, China.
Virender K. Sharma, Ph.D. [email protected]
Professor, Program for the Environment and Sustainability, Dept. of Environmental and Occupational Health, School of Public Health, Texas A&M Univ., College Station, TX 77843. Email: [email protected]

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