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[Denitrification and Phosphorus Removal from Low C/N Urban Sewage Based on a Post-Partial Denitrification AOA-SBR Process].
Gong, Xiu-Zhen; Yu, De-Shuang; Yuan, Meng-Fei; Wang, Xiao-Xia; Chen, Guang-Hui; Wang, Jun; Bi, Chun-Xue; Du, Ye-Qi.
Afiliación
  • Gong XZ; School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China.
  • Yu DS; School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China.
  • Yuan MF; School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China.
  • Wang XX; School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China.
  • Chen GH; School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China.
  • Wang J; School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China.
  • Bi CX; School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China.
  • Du YQ; School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China.
Huan Jing Ke Xue ; 40(1): 360-368, 2019 Jan 08.
Article en Zh | MEDLINE | ID: mdl-30628294
ABSTRACT
This study focuses on the investigation of the nitrogen (N) and phosphorus (P) removal characteristics of a combination of enhanced phosphorus removal (EBPR) with simultaneous partial nitrification endogenous denitrification (SPND) and post-partial denitrification process. An anaerobic/aerobic/anoxic (A/O/A) operated sequencing batch reactor (SBR) fed with urban sewage was optimized by regulating the aeration rate and anoxic time. Based on this optimization, deep-level nitrogen and phosphorus removals from low C/N urban sewage could be realized. The experimental results show that the effluent PO43--P concentration decreased from 0.06 mg·L-1 to 0 mg·L-1, the effluent NH4+-N, NO2--N, and NO3--N concentrations gradually decreased from 0.18, 18.79, and 0.08 mg·L-1 to 0, 16.46, and 0.05 mg·L-1, respectively, and the TN removal efficiency increased from 72.69% to 77.97% when the aeration rate decreased from 1.0 L·min-1 to 0.6 L·min-1 and the anoxic duration was 180 min. With the reduction of the aeration rate, the SPND phenomenon became notable and the SND rate increased from 19.18% to 31.20%. When the anoxic duration was extended from 180 min to 420 min, the effluent PO43--P, NH4+-N, and NO3--N concentrations stabilized at~0, 0, and 0.03 mg·L-1, respectively. The effluent NO2--N concentration was as low as 3.06 mg·L-1, the SND rate was~32.21%, the TN removal performance gradually improved, and the TN removal efficiency was as high as 99.42%. Thus, deep-level nitrogen and phosphorus removals could be realized with the SPNDPR-PD system.
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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Asunto principal: Fósforo / Aguas del Alcantarillado / Eliminación de Residuos Líquidos / Reactores Biológicos / Desnitrificación Idioma: Zh Revista: Huan Jing Ke Xue Año: 2019 Tipo del documento: Article País de afiliación: China

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Asunto principal: Fósforo / Aguas del Alcantarillado / Eliminación de Residuos Líquidos / Reactores Biológicos / Desnitrificación Idioma: Zh Revista: Huan Jing Ke Xue Año: 2019 Tipo del documento: Article País de afiliación: China