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Advanced synergetic nitrogen removal of municipal wastewater using oxidation products of refractory organic matters in secondary effluent by biogenic manganese oxides as carbon source.
Cheng, Qingfeng; Tian, Hui; Guo, Xujing; Feng, Shanshan; Du, Erdeng; Peng, Mingguo; Zhang, Jie.
Afiliación
  • Cheng Q; School of Urban Construction, Changzhou University, Changzhou 213164, PR China. Electronic address: chqf185@163.com.
  • Tian H; College of Resources and Environment, Chengdu University of Information Technology, Chengdu 610225, PR China.
  • Guo X; College of Resources and Environment, Chengdu University of Information Technology, Chengdu 610225, PR China. Electronic address: gxj530520@126.com.
  • Feng S; School of Environmental Science and Engineering, Changzhou University, Changzhou 213164, PR China.
  • Du E; School of Urban Construction, Changzhou University, Changzhou 213164, PR China.
  • Peng M; School of Urban Construction, Changzhou University, Changzhou 213164, PR China.
  • Zhang J; State Key Laboratory of Urban Water Resource and Environment, School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, PR China.
Water Res ; 241: 120163, 2023 Aug 01.
Article en En | MEDLINE | ID: mdl-37276654
ABSTRACT
Due to the high operational cost and secondary pollution of the conventional advanced nitrogen removal of municipal wastewater, a novel concept and technique of advanced synergetic nitrogen removal of partial-denitrification anammox and denitrification was proposed, which used the oxidation products of refractory organic matters in the secondary effluent of municipal wastewater treatment plant (MWWTP) by biogenic manganese oxides (BMOs) as carbon source. When the influent NH4+-N in the denitrifying filter was about 1.0, 2.0, 3.0, 4.0, 5.0 and 7.0 mg/L, total nitrogen (TN) in the effluent decreased from about 22 mg/L to 11.00, 7.85, 6.85, 5.20, 4.15 and 2.09 mg/L, and the corresponding removal rate was 49.15, 64.82, 69.40, 76.70, 81.36 and 90.58%, respectively. The proportional contribution of the partial-denitrification anammox pathway to the TN removal was 12.00, 26.45, 39.70, 46.04, 54.97 and 64.01%, and the actual CODcr consumption of removing 1 mg TN was 0.75, 1.43, 1.26, 1.17, 1.08 and 0.99 mg, respectively, which was much lower than the theoretical CODcr consumption of denitrification. Furthermore, CODcr in the effluent decreased to 8.12 mg/L with a removal rate of 72.40%, and the removed organic matters were mainly non-fluorescent organic matters. Kinds of denitrifying bacteria, anammox bacteria, hydrolytic bacteria and manganese oxidizing bacteria (MnOB) were identified in the denitrifying filter, which demonstrated that the advanced synergetic nitrogen removal was achieved. This novel technology presented the advantages of high efficiency of TN and CODcr removal, low operational cost and no secondary pollution.
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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Asunto principal: Aguas Residuales / Manganeso Idioma: En Revista: Water Res Año: 2023 Tipo del documento: Article

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Asunto principal: Aguas Residuales / Manganeso Idioma: En Revista: Water Res Año: 2023 Tipo del documento: Article
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