3
views
0
recommends
+1 Recommend
0 collections
    0
    shares
      • Record: found
      • Abstract: found
      • Article: not found

      Determine the operational boundary of a pilot-scale single-stage partial nitritation/anammox system with granular sludge.

      Read this article at

      ScienceOpenPublisherPubMed
      Bookmark
          There is no author summary for this article yet. Authors can add summaries to their articles on ScienceOpen to make them more accessible to a non-specialist audience.

          Abstract

          The partial nitritation/anammox (PN/A) process has been applied to ammonium-rich wastewater treatment, but the operational boundary has not been well determined for long-term stability. This pilot-scale study was targeted at a single-stage PN/A process using a sequencing batch reactor (SBR) (volume: 53 m(3)) and granulated activated sludge. The maximum nitrogen removal rate reached 0.83 kg N/(m(3)·d). Microbial analysis suggested that ammonium oxidizing bacteria were mainly present in small sludge flocs while anammox bacteria were prone to grow in large sludge granules. The PN/A performance was enhanced when dissolved oxygen (DO) was increased from 0.25 to 0.76 mg/L, and deteriorated at DO higher than 1.15 mg/L. The PN/A was inhibited at free ammonia (FA) over 77.0 mg/L. High DO or FA concentrations inhibited anammox activity and further induced high and inhibitory nitrite concentrations. Therefore, appropriate DO and FA concentrations should be controlled to achieve single-stage PN/A in SBRs.

          Related collections

          Author and article information

          Journal
          Water Sci. Technol.
          Water science and technology : a journal of the International Association on Water Pollution Research
          IWA Publishing
          0273-1223
          0273-1223
          2016
          : 73
          : 9
          Affiliations
          [1 ] State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China E-mail: pyz@bjut.edu.cn.
          [2 ] Beijing Drainage Group Co. Ltd (BDG), Beijing 100022, China.
          [3 ] Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China; Department of Civil and Environmental Engineering, University of Connecticut, Storrs, CT 06269, USA.
          [4 ] State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China E-mail: pyz@bjut.edu.cn; Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China.
          Article
          10.2166/wst.2016.052
          27148709
          6319e1a9-10ab-46fa-8a1d-f82abccee095
          History

          Comments

          Comment on this article