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Process Data set: Dyeing ; Printing and dyeing linen ; Hemp cloth type ; Overflow dyeing ; All sizes; NESPS2 (en) en zh

Key Data Set Information
Location CN
Reference year 2019
Name
Dyeing ; Printing and dyeing linen ; Hemp cloth type ; 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 该数据集代表了适用于各种规模生产的亚麻和大麻织物染色和印染过程，使用溢流染色方法。该信息与专门处理天然纤维纺织品的纺织制造商有关。详细的尾端处理技术旨在减轻废水污染，特别是针对减少氨氮、有机氮、化学需氧量和总磷水平。所提供的技术效率是这些处理技术有效性的指标。
Classification
Class name : Hierarchy level
  • ILCD: Reference Parameters / Other Services / Other services
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 management94，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of treatment facilities (hours/year) / total production time (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 management94，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of treatment facilities (hours/year) / total production time (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 2a55de7a-c206-4a12-bc75-301a74c3fcbe
Date of last revision 2024-04-15T22:04:22.031707+08:00
Data set version 00.01.005
Permanent data set URI https://lcadata.tiangong.world/showProcess.xhtml?uuid=2a55de7a-c206-4a12-bc75-301a74c3fcbe&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
66.99 66.99
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 treatment facilities (hours/year) / total production time (hours/year)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.09012079999999997 kg0.09012079999999997 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 management66.12，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of treatment facilities (hours/year) / total production time (hours/year)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.09458960000000001 kg0.09458960000000001 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 management64.44，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of treatment facilities (hours/year) / total production time (hours/year)
0.10067400000000001 0.10067400000000001
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 management60.05，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of treatment facilities (hours/year) / total production time (hours/year)
0.106722 0.106722
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 management57.65，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of treatment facilities (hours/year) / total production time (hours/year)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.964452 kg0.964452 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 management55.1，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of treatment facilities (hours/year) / total production time (hours/year)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.9747624000000001 kg0.9747624000000001 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 management54.62，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of treatment facilities (hours/year) / total production time (hours/year)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 2.280792000000003 kg2.280792000000003 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 management96.52，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of treatment facilities (hours/year) / total production time (hours/year)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 3.9324000000000003 kg3.9324000000000003 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 management94，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of treatment facilities (hours/year) / total production time (hours/year)