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Author:

Lü, Jian (Lü, Jian.) | Meng, Fan-Neng (Meng, Fan-Neng.) | Zhang, Shu-Jun (Zhang, Shu-Jun.) | Zhou, Jun (Zhou, Jun.) | Gan, Yi-Ping (Gan, Yi-Ping.) | Wang, Yi (Wang, Yi.) | Zhang, Chun-Ping (Zhang, Chun-Ping.)

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Abstract:

Combination of half-nitrification process and anaerobic ammonium oxidation (ANAMMOX) process for the treatment of rejected water with high ammonium and low ρ(C)/ρ(N) are evaluated. The experimental results indicated that the nitrition is realized in 29 d at 9-20 °C, average DO of 5.4 mg/L, SRT of about 30 d and influent ammonia loading rate of 0.64 kg/(m3·d); The nitrition with 75% nitrite accumulation efficiency maintains between 30-96 d when average FA concentration is more than 4 mg/L in A/O reactor; Furthermore, the half-nitrification is obtained because of effluent ammonia and nitrite ratio of 1:1.32; Under the condition of (30±0.2) °C, influent pH of 7.3 to 7.9, making rejected water of nitrition as influent, and initial ammonia and nitration load of 0.07 kg/(m3·d) and 0.10 kg/(m3·d) respectively, simultaneous removal of ammonia and nitrite take place in 24 d in UASB reactor inoculating with mixed sludge consisted of aerobic granular sludge, anaerobic granular sludge, oxidation ditch sludge and nitrition sludge, and the total nitrogen removal reaches up to 1.03 kg/(m3·d) was reached in 186 d. After half-nitrosofication operated steadily and ANAMMOX starts up successfully, the total nitrogen removal reaches 70% when they are combined for 105 d.

Keyword:

Nitration Sewage lagoons Ammonia Wastewater treatment Water treatment Granular materials Effluents Nitrogen removal Activated sludge process Nitrification

Author Community:

  • [ 1 ] [Lü, Jian]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Meng, Fan-Neng]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Zhang, Shu-Jun]Beijing Drainage Group Co. Ltd., Beijing 100038, China
  • [ 4 ] [Zhou, Jun]Beijing Drainage Group Co. Ltd., Beijing 100038, China
  • [ 5 ] [Gan, Yi-Ping]Beijing Drainage Group Co. Ltd., Beijing 100038, China
  • [ 6 ] [Wang, Yi]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 7 ] [Zhang, Chun-Ping]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2011

Issue: 11

Volume: 37

Page: 1737-1742

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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