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Author:

Wang Wei (Wang Wei.) (Scholars:王伟) | Wang Shuying (Wang Shuying.) (Scholars:王淑莹) | Peng Yongzhen (Peng Yongzhen.) (Scholars:彭永臻) | Zhang Shanfeng (Zhang Shanfeng.) | Yin Fangfang (Yin Fangfang.)

Indexed by:

EI Scopus SCIE CSCD

Abstract:

In order to enhance phosphorus removal in traditional step-feed anoxic/oxic nitrogen removal process, a modified pilot-scale step-feed anaerobic/anoxic/oxic (SFA(2)/O) system was developed, which combined a reactor similar to UCT-type configuration and two-stage anoxic/oxic process. The simultaneous nitrogen and phosphorus removal capacities and the potential of denitrifying phosphorus removal, in particular, were investigated with four different feeding patterns using real municipal wastewater. The results showed that the feeding ratios (Q(1)) in the first stage determined the nutrient removal performance in the SFA(2)/O system. The average phosphorus removal efficiency increased from 19.17% to 96.25% as Q(1) was gradually increased from run 1 to run 4, but the nitrogen removal efficiency exhibited a different tendency, which attained a maximum 73.61% in run 3 and then decreased to 59.62% in run 4. As a compromise between nitrogen and phosphorus removal, run 3 (Q(1) = 0.45Q(total)) was identified as the optimal and stable case with the maximum anoxic phosphorus uptake rate of 1.58 mg.(g MLSS)(-1).h(-1). The results of batch tests showed that ratio of the anoxic phosphate uptake capacity to the aerobic phosphate uptake capacity increased from 11.96% to 36.85% with the optimal influent feeding ratio to the system in run 3, which demonstrated that the denitrifying polyP accumulating organisms could be accumulated and contributed more to the total phosphorus removal by optimizing the inflow ratio distribution. However, the nitrate recirculation to anoxic zone and influent feeding ratios should be carefully controlled for carbon source saving.

Keyword:

step-feed nitrogen phosphorus nutrients removal anaerobic/anoxic/oxic

Author Community:

  • [ 1 ] [Wang Wei]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 2 ] [Wang Shuying]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 3 ] [Peng Yongzhen]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 4 ] [Yin Fangfang]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 5 ] [Zhang Shanfeng]Beijing Municipal Engn Profess Design Inst Co Ltd, Beijing 100037, Peoples R China

Reprint Author's Address:

  • 王淑莹

    [Wang Shuying]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China

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Source :

CHINESE JOURNAL OF CHEMICAL ENGINEERING

ISSN: 1004-9541

Year: 2009

Issue: 5

Volume: 17

Page: 840-848

3 . 8 0 0

JCR@2022

ESI Discipline: CHEMISTRY;

JCR Journal Grade:3

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 13

SCOPUS Cited Count: 22

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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