Biological nitrogen removal from wastewater using sulphur-driven autotrophic denitrification

被引:0
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作者
Yan-Xiang Cui
Basanta Kumar Biswal
Gang Guo
Yang-Fan Deng
Hao Huang
Guang-Hao Chen
Di Wu
机构
[1] The Hong Kong University of Science and Technology,Department of Civil and Environmental Engineering, Water Technology Center, Chinese National Engineering Research Center for Control and Treatment of Heavy Metal Pollution (Hong Kong Branch)
[2] MOHURD,School of Environmental Science and Engineering, Huazhong University of Science and Technology (HUST); Key Laboratory of Water and Wastewater Treatment (HUST)
[3] The Hong Kong University of Science and Technology,HKUST Shenzhen Institute, For Ying Tung Graduate School
来源
关键词
Wastewater treatment; Sulphur; Autotrophic denitrification; Sulphur-oxidising bacteria;
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学科分类号
摘要
Biological denitrification process in mainstream wastewater treatment often needs dosing supplemental electrons, consequently adding a remarkable operating cost. Organic carbon compounds are nowadays the most intensively used electron sources in full-scale wastewater treatment, corresponding with the well-understood carbon-nitrogen biogeochemistry for heterotrophic denitrification process. In the twenty-first century, the low-carbon technology is on calling to reduce the carbon footprint and relieve climate changing threatens. Autotrophic denitrification is highly recommended for mainstream wastewater treatment. The reduced-sulphur compounds (such as sulphide, elemental sulphur, and thiosulphate) could be utilised as electron donors, to drive sulphur cycle reactions to reduce nitrate and nitrite to dinitrogen gas. Based on the literature review and our own research experiences, this paper presents our perspectives on sulphur-driven autotrophic denitrification. It particularly focuses on the functional enzymes, sulphur bioreactors, and influential operating factors. Overall, this paper provides new insights on sulphur-nitrogen biogeochemistry and application as a low-carbon technology for nitrogen removal during municipal wastewater treatment.
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页码:6023 / 6039
页数:16
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