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Process Data set: Dyeing ; Printing and dyeing linen ; Hemp cloth type ; Pad steam 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 ; Pad steam 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 染色和印染麻布和麻类织物的工艺，包括轧蒸染色技术，适应于纺织行业生产各种产品，特别是需要麻布和麻织品的场合。相关的末端污染物管理技术旨在去除废水处理中的氨氮、有机氮、化学需氧量和总磷，适用于所有生产规模。它采用包括化学混凝、厌氧生物处理、好氧生物处理以及额外化学处理在内的多步骤处理过程，特别为纺织行业定制以满足严格的废水排放标准。
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，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，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 1014c783-3936-4938-8e81-df3ec3878142
Date of last revision 2024-04-15T22:03:31.692558+08:00
Data set version 00.01.005
Permanent data set URI https://lcadata.tiangong.world/showProcess.xhtml?uuid=1014c783-3936-4938-8e81-df3ec3878142&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
0.0031471439999999993 0.0031471439999999993
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 management88.56，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)
0.0034167420000000013 0.0034167420000000013
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 management87.58，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 0.007241820000000002 kg0.007241820000000002 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 management82.38，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 0.0078048899999999975 kg0.0078048899999999975 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 management81.01，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)
27.5 27.5
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 0.05710639999999998 kg0.05710639999999998 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 management90.12，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 0.07225 kg0.07225 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 management87.5，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 0.5516195999999993 kg0.5516195999999993 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 management96.12，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 0.7734047999999997 kg0.7734047999999997 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 management94.56，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 14.217 kg14.217 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation，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)