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Process Data set: Municipal wastewater treatment ; Wastewater ;Anaerobic-anoxic-oxic (A2/O) (en) en zh

Key Data Set Information
Location CN
Geographical representativeness description 17 WWTPs in China
Name
Municipal wastewater treatment ; Wastewater ;Anaerobic-anoxic-oxic (A2/O)
Use advice for data set This data set is to be used specifically for the assessment of WWTPs using the A2/O process in China. Users must consider the scale and efficiency of the WWTPs, as it pertains to Chinese environmental standards. Attention should be given to the operational parameters, such as hydraulic retention time, sludge age, and specific nutrient removal rates. These factors must be cross-checked with actual facility data for accuracy. The data should not be extrapolated to other countries or treatment systems without additional verification. Users should account for possible variations in efficiency due to technological advancements or operational improvements when applying this data to current or future scenarios.
Technical purpose of product or process The data set describes the municipal wastewater treatment process employing the Anaerobic-Anoxic-Oxic (A2/O) configuration. It is applicable to the operation of wastewater treatment plants (WWTPs), which include a sequence of anaerobic, anoxic, and aerobic treatment stages aimed at reducing organic pollutants, nitrogen, and phosphorus. This process is predominantly used in urban sewage treatment facilities to improve water quality before discharge into natural water bodies or for reuse.
Classification
Class name : Hierarchy level
  • ILCD: Unit processes / End-of-life treatment / Waste water treatment
General comment on data set The anaerobic-anoxic-aerobic (A2/O) process is a commonly used biological treatment technology for wastewater treatment. The process divides the treatment process into three stages: anaerobic, anoxic and aerobic. In the anaerobic stage, organic matter is partially degraded by microorganisms under anaerobic conditions. Then, under anoxic conditions, nitrogen is released and nitrification takes place. Finally, under aerobic conditions, the microorganisms further oxidize the organic matter and remove nitrogen and phosphate.The A2/O process is capable of efficiently removing organic matter, nitrogen and phosphorus, and is a mature technology widely used in municipal and industrial wastewater treatment, with high treatment efficiency and low energy consumption.
Copyright No
Owner of data set
Quantitative reference
Reference flow(s)
Technological representativeness
Technology description including background system The anaerobic/anoxic/aerobic (A2O) process begins with partial degradation of organic matter through the anaerobic stage, followed by nitrogen release and nitrification under anoxic conditions, and ends with further oxidation of organic matter and nitrogen and phosphorus removal under aerobic conditions. This series of steps, by controlling different reaction conditions, enables efficient treatment of organic matter, nitrogen and phosphorus in the wastewater and completes the purification of the wastewater.
LCI method and allocation
Type of data set Unit process, single operation
Deviation from LCI method principle / explanations None
Deviation from modelling constants / explanations None
Data sources, treatment and representativeness
Deviation from data cut-off and completeness principles / explanations None
Deviation from data selection and combination principles / explanations None
Deviation from data treatment and extrapolations principles / explanations None
Data source(s) used for this data set
Completeness
Completeness of product model No statement
Validation
Type of review
Dependent internal review
Reviewer name and institution
Data generator
Data set generator / modeller
Data entry by
Time stamp (last saved) 2024-03-27T15:18:21+08:00
Publication and ownership
UUID fee14455-57f0-473a-ac11-7ecd8026599c
Date of last revision 2024-04-20T14:37:49.865172+08:00
Data set version 00.01.005
Permanent data set URI https://lcadata.tiangong.world/showProcess.xhtml?uuid=fee14455-57f0-473a-ac11-7ecd8026599c&version=01.00.000&stock=TianGong
Owner of data set
Copyright No
License type Free of charge for all users and uses

Inputs

Type of flow Classification Flow Location Mean amount Resulting amount Minimum amount Maximum amount
Product flow End-of-life treatment / Waste water treatment 1.0 kg1.0 kg
Product flow Energy carriers and technologies / Electricity 1.1880000000000002 MJ1.1880000000000002 MJ
Product flow End-of-life treatment / Waste water treatment 9.4E-4 kg9.4E-4 kg
Product flow
End-of-life treatment / Waste water treatment 0.0858 kg0.0858 kg
General comment Polymeric ferric sulfate

Outputs

Type of flow Classification Flow Location Mean amount Resulting amount Minimum amount Maximum amount
Elementary flow Emissions / Emissions to water / Emissions to water, unspecified 0.01857 kg0.01857 kg
Elementary flow Emissions / Emissions to water / Emissions to water, unspecified 0.00486 kg0.00486 kg
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 4.4E-4 kg4.4E-4 kg
General comment ammonia nitrogen
Elementary flow Emissions / Emissions to water / Emissions to water, unspecified 0.00894 kg0.00894 kg
Elementary flow Emissions / Emissions to water / Emissions to fresh water 1.0E-4 kg1.0E-4 kg
Elementary flow Emissions / Emissions to water / Emissions to water, unspecified 0.00691 kg0.00691 kg
Elementary flow Emissions / Emissions to air / Emissions to air, unspecified 0.00354 kg0.00354 kg
Elementary flow Emissions / Emissions to air / Emissions to air, unspecified 3.1E-4 kg3.1E-4 kg