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Process Data set: Dyeing ; Printing and dyeing chemical fiber fabric type ; Chemical fiber fabric ; Overflow dyeing ; All sizes; NESPS2 (en) en zh

Key Data Set Information
Location CN
Reference year 2019
Name
Dyeing ; Printing and dyeing chemical fiber fabric type ; Chemical fiber fabric ; Overflow dyeing ; 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 该数据集描述了在印染化纤布行业中使用的多级管末污染管理技术。该工艺适用于所有规模设施的溢流染色。管末管理技术包括化学凝聚、厌氧生物处理、好氧生物处理,以及在某些情况下,额外的化学处理,以从废水中除去氨氮、废水、有机结合态氮、化学需氧量和总磷等污染物。该技术的使用确保了通过高技术效率的污染物移除以符合环境法规的要求。
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 management85.1,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = normal operating hours of treatment facilities (hours/year) / normal operating hours of enterprises (hours/year)
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 management85.1,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = normal operating hours of treatment facilities (hours/year) / normal operating hours of enterprises (hours/year)
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 2ca5d1c4-0abc-49ef-b0d6-75e89b90e029
Date of last revision 2024-04-15T22:04:25.339012+08:00
Data set version 00.01.005
Permanent data set URI https://lcadata.tiangong.world/showProcess.xhtml?uuid=2ca5d1c4-0abc-49ef-b0d6-75e89b90e029&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
Product flow
Materials production / Other materials 1000.0 kg1000.0 kg
General comment nan
0.0012586999999999891 0.0012586999999999891
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 management99.59
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.01576960000000001 kg0.01576960000000001 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 management92.96
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.016665599999999992 kg0.016665599999999992 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 management92.56
65.13 65.13
General comment the Technical of end-of-pipe management technology for pollution Waste wateris/,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)
0.0818462 0.0818462
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 management73.34,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = normal operating hours of treatment facilities (hours/year) / normal operating hours of enterprises (hours/year)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.3915 kg0.3915 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 management56.5
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.47079000000000004 kg0.47079000000000004 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 management47.69,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = normal operating hours of treatment facilities (hours/year) / normal operating hours of enterprises (hours/year)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 4.778032500000001 kg4.778032500000001 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 management89.05,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = normal operating hours of treatment facilities (hours/year) / normal operating hours of enterprises (hours/year)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 6.501615000000004 kg6.501615000000004 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 management85.1,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = normal operating hours of treatment facilities (hours/year) / normal operating hours of enterprises (hours/year)