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Process Data set: Pre-treatment ; Printing and dyeing chemical fiber fabric type ; Chemical fiber fabric ; Alkali reduction ; All sizes; NESPS2 (en) en zh

Key Data Set Information
Location CN
Reference year 2019
Name
Pre-treatment ; Printing and dyeing chemical fiber fabric type ; Chemical fiber fabric ; Alkali reduction ; All sizes; NESPS2
Use advice for data set This dataset is derived from the Pollution Source Census Report and contains information on pollution emissions and related products. However, it does not include data on energy or chemical consumption, nor does it provide information on waste or co-product generation. When utilizing this dataset, please supplement the missing data based on actual conditions before use
Technical purpose of product or process 此工业过程包括所有规模化纤布类的前处理印染环节,特别注重碱减量。此外,使用了多种末端治理技术来处理污染,包括氨氮、总磷、有机结合氮和化学需氧量等物质。这些技术结合了化学混凝,厌氧和好氧生物处理,在某些情况下还包括额外的化学处理步骤。报告的高技术效率表明这些工艺适合于纺织行业废水处理设施中的高效能污染控制。
Classification
Class name : Hierarchy level
  • ILCD: Reference Parameters / Materials production / Organic chemicals
General comment on data set the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + anaerobic biological treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management82.65,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of waste gas treatment facilities (hours) / normal production time (hours)
Copyright No
Owner of data set
Quantitative reference
Reference flow(s)
Technological representativeness
Technology description including background system the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + anaerobic biological treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management82.65,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of waste gas treatment facilities (hours) / normal production time (hours)
LCI method and allocation
Type of data set Unit process, single operation
Data sources, treatment and representativeness
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
Publication and ownership
UUID 7215d496-d8d8-4e0c-9b0d-e2394ed030d9
Date of last revision 2024-04-15T22:06:45.519731+08:00
Data set version 00.01.005
Permanent data set URI https://lcadata.tiangong.world/showProcess.xhtml?uuid=7215d496-d8d8-4e0c-9b0d-e2394ed030d9&version=01.00.000&stock=TianGong
Owner of data set
Copyright No
License type Free of charge for all users and uses

Inputs

Outputs

Type of flow Classification Flow Location Mean amount Resulting amount Minimum amount Maximum amount
2.56307999999998E-4 2.56307999999998E-4
General comment the Technical of end-of-pipe management technology for pollution Ammonia NitrogenisChemical coagulation + anaerobic biological treatment + aerobic biological treatment + chemical treatment,Its Technical efficiency of end-of-pipe management99.48,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of wastewater treatment facilities (hours) / normal production time (hours)
Product flow
Materials production / Other materials 1000.0 kg1000.0 kg
General comment nan
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.004149500000000011 kg0.004149500000000011 kg
General comment the Technical of end-of-pipe management technology for pollution phosphorus, totalisChemical coagulation + anaerobic biological treatment + aerobic biological treatment + chemical treatment,Its Technical efficiency of end-of-pipe management97.85
0.012869619 0.012869619
General comment the Technical of end-of-pipe management technology for pollution Ammonia NitrogenisChemical coagulation + anaerobic biological treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management73.89
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.0188754 kg0.0188754 kg
General comment the Technical of end-of-pipe management technology for pollution phosphorus, totalisChemical coagulation + anaerobic biological treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management90.22,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of wastewater treatment facilities (hours) / normal production time (hours)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.0215364 kg0.0215364 kg
General comment the Technical of end-of-pipe management technology for pollution Nitrogen, organic boundisChemical coagulation + anaerobic biological treatment + aerobic biological treatment + chemical treatment,Its Technical efficiency of end-of-pipe management92.14,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of waste gas treatment facilities (hours) / normal production time (hours)
22.8 22.8
General comment the treatment technology for the pollution of Waste waterdidn't offered,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of wastewater treatment facilities (hours) / normal production time (hours)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.030523599999999998 kg0.030523599999999998 kg
General comment the Technical of end-of-pipe management technology for pollution Nitrogen, organic boundisChemical coagulation + anaerobic biological treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management88.86,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of wastewater treatment facilities (hours) / normal production time (hours)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 16.1276929 kg16.1276929 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + anaerobic biological treatment + aerobic biological treatment + chemical treatment,Its Technical efficiency of end-of-pipe management91.97,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of wastewater treatment facilities (hours) / normal production time (hours)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 34.84626049999999 kg34.84626049999999 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + anaerobic biological treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management82.65,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of waste gas treatment facilities (hours) / normal production time (hours)