4.3 Article

Culture of denitrifying phosphorus removal granules with different influent wastewater

Journal

DESALINATION AND WATER TREATMENT
Volume 57, Issue 37, Pages 17247-17254

Publisher

DESALINATION PUBL
DOI: 10.1080/19443994.2015.1083891

Keywords

SBR; Granular sludge; Denitrifying phosphorus removal; Denitrifying phosphorus-accumulating organisms; A/O/A mode

Funding

  1. National Natural Science Foundation of China (NSFC) [51378400]
  2. Natural Science Foundation of Hubei Province, China [2013CFB289]

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Fed with three different kinds of influent, i.e. sodium acetate-based synthetic wastewater, synthetic wastewater with 10-mg L-1 Ca2+ ions, and raw domestic wastewater, respectively, compact of different influent wastewater on aerobic granulation was investigated in three sequencing batch reactors (corresponding to R1-R3) operating in an alternating anaerobic/oxic/anoxic mode. As a result, denitrifying phosphorus removal granules with an average diameter above 600 mu m were successfully cultivated within 42 d when inoculated with flocculent sludge. The granules showed some characteristics, e.g. low in moisture content, high in specific gravity, and specific oxygen uptake rate. Reactors' performance throughout operation presented that effluent concentration of COD was always lower than 40-mg L-1; TN, NH4+-N, and TP was often lower than 1-mg L-1. In addition, cycle test displayed that efficiencies of COD, NH4+-N, TN, and TP removal in R1-R3 reached up to 90.25, 92.98, 92.96%; 99.29, 99.57, 91.70; 90.83, 92.80, 89.56%; 94.06, 96.76, 90.71%, respectively, the maximal specific phosphorus release rate was 14.34, 8.32 and 2.32 mg P g MLVSS-1 h(-1) in R1-R3, respectively, and the maximal specific phosphorus uptake rate was 14.13 mg P g MLVSS-1 h(-1) in R1 and 2.34 mg P g MLVSS-1 h(-1) in R2, respectively.

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