Denitrifying phosphorus removal by anaerobic/anoxic sequencing batch reactor

Water Science and Technology

Volumn 43, Issue 3, 2001, Pages 139-146

  Ng, W J ^a   Ong, S L ^a   Hu, J Y ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Anoxic phosphorus uptake; Biological phosphorus removal; Denitrifying phosphorus bacteria (DPB); Inhibition; Isolates; Sequencing batch reactor (SBR)

Indexed keywords

ANAEROBIC DIGESTION; BACTERIA; BIOREACTORS; DENITRIFICATION; PHOSPHORUS;

SEQUENCING BATCH REACTORS;

WASTEWATER TREATMENT;

CARBON; NITRATE; PHOSPHATE; PHOSPHORUS;

DENITRIFICATION; PHOSPHORUS; POLLUTANT REMOVAL; SEQUENCING BATCH REACTOR;

ACTIVATED SLUDGE; AERATION; ANAEROBIC CAPACITY; BACILLUS; BACTERIAL GROWTH; BACTERIAL METABOLISM; BACTERIUM ISOLATE; BACTERIUM ISOLATION; BIOREACTOR; CONCENTRATION (PARAMETERS); CONFERENCE PAPER; DENITRIFICATION; DEPHOSPHORYLATION; GRAM NEGATIVE ANAEROBIC COCCI; GRAM POSITIVE COCCI; NONHUMAN; PHOSPHATE TRANSPORT;

BACTERIA (MICROORGANISMS); NEGIBACTERIA; POSIBACTERIA;

EID: 0035083923     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.2166/wst.2001.0129     Document Type: Conference Paper

References (20)

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6. Polyphosphate accumulation among denitrifying bacteria in activated sludge
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9. Biological phosphorus removal form wastewater by anaerobic-anoxic sequencing batch reactor
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12. Occurrence of denitrifying phosphorus removing bacteria in modified UCT-type wastewater treatment plants
13. Effect of continuous addition of an organic substrate to the anoxic phase on biological phosphorus removal
14. Anoxic biological phosphorus removal on a full-scale UCT process
15. Phosphate uptake under anoxic conditions and fixed-film nitrification in nutrient removal activated sludge system
16. Verification of anoxic phosphate uptake as the main biochemical mechanism of the "DEPHANOX" process
17. Enhancing anoxic uptake in BNR Process
18. Some physiological characteristics of a phosphate removing bacterium isolated from anaerobic/aerobic activated sludge
19. Principle in the design of single-sludge activated-sludge systems for biological removal of carbon, nitrogen and phosphorus