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Author:

Gong, Lingxiao (Gong, Lingxiao.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻) | Yang, Qing (Yang, Qing.) | Wang, Shuying (Wang, Shuying.) (Scholars:王淑莹)

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EI Scopus PKU CSCD

Abstract:

Start-up characteristics of the integrated anoxic/oxic (A/O) biofilm reactor with different carrier packing rates were investigated for the treatment of domestic wastewater with low content ratio of C to N using polyurethane foam and polypropylene hollow ring as biofilm carriers, respectively. In R1 system, the carrier packing rates in anoxic and oxic zones are 45% and 20% respectively, and in system R2, those are 60% and 30%, respectively. The results show that the start-up periods of R1 and R2 system are 27 d and 24 d, respectively, and R1 is more appropriate for practical application. After start-up, the content of biofilm in oxic zones of R1 and R2 system are 87.8% and 79.5%, respectively, which makes smaller volume of settler of the integrated reactor and abolishment of sludge return possible in subsequent running period. Packing rate of 60% of the polyurethane foam in anoxic zones is more conductive to the utilization of organics by pro-denitrification compared to that of 45%. Biofilm formed under condition of fluidized carriers in oxic zones has better capability of simultaneous nitrification-denitrification (SND) and suitability for hydraulic load, whereas it increases the start-up period, and the performance of SND can be regarded as a fuzzy reflection of biofilm formation; biofilm formed under condition of fixed carriers has a less star-up period, whereas the biofilm is vulnerable to the shock of hydraulic load.

Keyword:

Polyurethanes Polypropylenes Biofilms Fluidization Wastewater treatment Rigid foamed plastics Bioreactors Nitrification Denitrification

Author Community:

  • [ 1 ] [Gong, Lingxiao]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Peng, Yongzhen]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Yang, Qing]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Wang, Shuying]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Central South University (Science and Technology)

ISSN: 1672-7207

Year: 2013

Issue: 3

Volume: 44

Page: 1275-1282

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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