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Remediation of TCE-contaminated groundwater using KMnO4 oxidation: laboratory and field-scale studies

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Abstract

The objectives of this study were to (1) conduct laboratory bench and column experiments to determine the oxidation kinetics and optimal operational parameters for trichloroethene (TCE)-contaminated groundwater remediation using potassium permanganate (KMnO4) as oxidant and (2) to conduct a pilot-scale study to assess the efficiency of TCE remediation by KMnO4 oxidation. The controlling factors in laboratory studies included soil oxidant demand (SOD), molar ratios of KMnO4 to TCE, KMnO4 decay rate, and molar ratios of Na2HPO4 to KMnO4 for manganese dioxide (MnO2) production control. Results show that a significant amount of KMnO4 was depleted when it was added in a soil/water system due to the existence of natural soil organic matters. The presence of natural organic material in soils can exert a significant oxidant demand thereby reducing the amount of KMnO4 available for the destruction of TCE as well as the overall oxidation rate of TCE. Supplement of higher concentrations of KMnO4 is required in the soil systems with high SOD values. Higher KMnO4 application resulted in more significant H+ and subsequent pH drop. The addition of Na2HPO4 could minimize the amount of produced MnO2 particles and prevent the clogging of soil pores, and TCE oxidation efficiency would not be affected by Na2HPO4. To obtain a complete TCE removal, the amount of KMnO4 used to oxidize TCE needs to be higher than the theoretical molar ratio of KMnO4 to TCE based on the stoichiometry equation. Relatively lower oxidation rates are obtained with lower initial TCE concentrations. The half-life of TCE decreased with increased KMnO4 concentrations. Results from the pilot-scale study indicate that a significant KMnO4 decay occurs after the injection due to the reaction of KMnO4 with soil organic matters, and thus, the amount of KMnO4, which could be transported from the injection point to the downgradient area, would be low. The effective influence zone of the KMnO4 oxidation was limited to the KMnO4 injection area (within a 3-m radius zone). Migration of KMnO4 to farther downgradient area was limited due to the reaction of KMnO4 to natural organic matters. To retain a higher TCE removal efficiency, continuous supplement of high concentrations of KMnO4 is required. The findings would be useful in designing an in situ field-scale ISCO system for TCE-contaminated groundwater remediation using KMnO4 as the oxidant.

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Acknowledgements

We want to thank the personnel from the two sectors for their direction and help during the research period.

Funding

This study was funded in part by Taiwan Environmental Protection Administration and Ministry of Science and Technology.

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Authors and Affiliations

  1. Apollo Technology Co., Ltd., Kaohsiung City, 80248, Taiwan

    Zong-Han Yang

  2. Institute of Environmental Engineering, National Sun Yat-Sen University, Kaohsiung City, 80424, Taiwan

    Jiun-Hau Ou, Wei-Han Lin & Chih-Ming Kao

  3. Department of Marine Environmental Engineering, National Kaohsiung Marine University, Kaohsiung City, 81157, Taiwan

    Cheng-Di Dong & Chiu-Wen Chen

Authors
  1. Zong-Han Yang
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  2. Jiun-Hau Ou
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  3. Cheng-Di Dong
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  4. Chiu-Wen Chen
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  5. Wei-Han Lin
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  6. Chih-Ming Kao
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Correspondence to Chih-Ming Kao.

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Responsible editor: Vítor Pais Vilar

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Yang, ZH., Ou, JH., Dong, CD. et al. Remediation of TCE-contaminated groundwater using KMnO4 oxidation: laboratory and field-scale studies. Environ Sci Pollut Res 26, 34027–34038 (2019). https://doi.org/10.1007/s11356-018-3099-3

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  • DOI: https://doi.org/10.1007/s11356-018-3099-3

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