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Process Data set: Pre-treatment ; Color silk, printing and dyeing silk fabric ; Raw silk, silk fabric ; Refining, bleaching ; All sizes; NESPS2 (en) en zh

Key Data Set Information
Location CN
Reference year 2019
Name
Pre-treatment ; Color silk, printing and dyeing silk fabric ; Raw silk, silk fabric ; Refining, bleaching ; 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 该工业过程涉及丝织品的处理和加工,包括对彩色丝绸和丝织品的前处理、印刷、染色、精练和漂白,涵盖所有规模的操作。尾水处理技术被应用于减少这些过程产生的废水中的污染物,包括氨氮、总磷、有机结合氮和化学需氧量(COD)。该技术采用化学混凝、厌氧和好氧生物处理以及额外的化学处理组合来改善排放前的水质。
Classification
Class name : Hierarchy level
  • ILCD: Reference Parameters / Systems / Textiles, furnitures and other interiors
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 management93.12,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)
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 management93.12,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)
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 107d5760-e4c5-46ce-b235-6b45658d3a74
Date of last revision 2024-04-15T22:03:32.129434+08:00
Data set version 00.01.005
Permanent data set URI https://lcadata.tiangong.world/showProcess.xhtml?uuid=107d5760-e4c5-46ce-b235-6b45658d3a74&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
0.001920095999999997 0.001920095999999997
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 management97.12
0.002546793999999996 0.002546793999999996
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 management96.18,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 0.003359693999999999 kg0.003359693999999999 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 management85.18
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.008564726 kg0.008564726 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 management62.22,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)
66700.0 66700.0
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 1.1058636 kg1.1058636 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 management89.23,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 1.610022400000001 kg1.610022400000001 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 management84.32,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 2.701129499999992 kg2.701129499999992 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 management98.15,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 10.04528159999999 kg10.04528159999999 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 management93.12,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)