Effect of basic operating parameters on biological phosphorus removal in a continuous-flow anaerobic-anoxic activated sludge system

Bioprocess and Biosystems Engineering

Volumn 35, Issue 3, 2012, Pages 371-382

  Kapagiannidis, A G ^a   Zafiriadis, I ^a   Aivasidis, A ^a  

^a DEMOCRITUS UNIVERSITY OF THRACE   (Greece)

Author keywords

Anaerobic retention time; Anoxic P removal; COD P ratio; Continuous flow A2 system; Wastewater treatment

Indexed keywords

ACTIVATED SLUDGE SYSTEMS; AERATION ZONE; ANAEROBIC ZONE; ANOXIC CONDITIONS; ANOXIC P REMOVAL; BIOLOGICAL PHOSPHORUS REMOVAL; BIOMASS CONCENTRATIONS; COD/P RATIO; CONTINUOUS-FLOW; ENHANCED BIOLOGICAL PHOSPHORUS REMOVAL; HYDRAULIC RESIDENCE TIME; MICROBIAL POPULATIONS; NITROGEN AND PHOSPHORUS REMOVAL; OPERATING CONDITION; OPERATING PARAMETERS; P REMOVAL; PHOSPHATE REMOVAL; PHOSPHORUS ACCUMULATING ORGANISMS; PHOSPHORUS REMOVAL; PHOSPHORUS UPTAKE; RETENTION TIME; SOLE CARBON SOURCE; SYSTEM CONFIGURATIONS;

ACTIVATED SLUDGE PROCESS; NITROGEN REMOVAL; PHOSPHORUS; WASTEWATER TREATMENT;

ANOXIC SEDIMENTS;

ACETIC ACID; NITROGEN; ORGANIC CARBON; ORGANOPHOSPHORUS COMPOUND;

ACTIVATED SLUDGE; ANAEROBIC RETENTION TIME; ANALYTICAL PARAMETERS; ARTICLE; BIOMASS; CARBON SOURCE; CARBON TO PHOSPHORUS RATIO; CONCENTRATION (PARAMETERS); CONTINUOUS FLOW ANAEROBIC ANOXIC ACTIVATED SLUDGE SYSTEM; CONTINUOUS FLOW REACTOR; CONTROLLED STUDY; DENITRIFICATION; INTERMETHOD COMPARISON; MEAN HYDRAULIC RESIDENCE TIME; PERFORMANCE; PRIORITY JOURNAL; SLUDGE TREATMENT; WASTE WATER MANAGEMENT;

ANAEROBIOSIS; BIOMASS; PHOSPHATES; PHOSPHORUS; SEWAGE; WASTE DISPOSAL, FLUID; WATER PURIFICATION;

EID: 84857363069     PISSN: 16157591     EISSN: 16157605     Source Type: Journal    
DOI: 10.1007/s00449-011-0575-2     Document Type: Article

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