• Complex
  • Title
  • Keyword
  • Abstract
  • Scholars
  • Journal
  • ISSN
  • Conference
搜索

Author:

Zhao, Mengyue (Zhao, Mengyue.) | Wang, Bo (Wang, Bo.) (Scholars:王波) | Guo, Yuanyuan (Guo, Yuanyuan.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻)

Indexed by:

EI PKU CSCD

Abstract:

In order to efficiently utilize carbon source of low C/N ratio domestic sewage, two methods (reducing organics input and increasing carbon source consumption through denitrification) were introduced through the partial nitritation SBR. In this study, five factors, i.e. influent volume, drainage ratio, aeration time, precipitation time and stirring time after aeration were investigated to assess the effect on the utilization efficiency of carbon source(the ratio between the quality of carbon source consumption through denitrification and the total organics input). The results showed that when the drainage ratio was decreased from 50% to 35%, the utilization efficiency improved from 15.1% to 24.8%; when the aeration time was increased from 2 h to 2.25 h, the utilization efficiency increased from 24.8% to 27.5% and when 1.5 h of stirring time after aeration was added, the utilization efficiency increased by 3.8%. Meanwhile, the nitrite accumulation rate of the effluent was 94.8% and the NO2--N/NH4+-N was 1.7, indicating that the partial nitrification was stably maintained, and the effluent was more proper for simultaneous anammox and denitrification (SAD) process. All in all, the organics utilization efficiency was promoted gradually through the adjustment of the operational parameters above, by which the aeration energy for consuming organics was saved, and then the multiplication of aerobic heterotrophic bacteria was weakened which avoided striking the ammonia oxidizing bacteria (AOB) effectively, keeping the nitritation effect stable. © All Right Reserved.

Keyword:

Denitrification Nitration Wastewater treatment Ammonia Aerobic bacteria Sewage Carbon Drainage Water aeration Nitrogen removal Sewage aeration Precipitation (chemical)

Author Community:

  • [ 1 ] [Zhao, Mengyue]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Bo]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Guo, Yuanyuan]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Peng, Yongzhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 彭永臻

    [peng, yongzhen]national engineering laboratory for advanced municipal wastewater treatment and reuse technology, key laboratory of beijing for water quality science and water environment recovery engineering, beijing university of technology, beijing; 100124, china

Show more details

Related Keywords:

Source :

CIESC Journal

ISSN: 0438-1157

Year: 2016

Issue: 11

Volume: 67

Page: 4825-4836

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

Online/Total:499/10577529
Address:BJUT Library(100 Pingleyuan,Chaoyang District,Beijing 100124, China Post Code:100124) Contact Us:010-67392185
Copyright:BJUT Library Technical Support:Beijing Aegean Software Co., Ltd.