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Process Data set: Assembly ; Complete car ; Fresh water, whole car ; Rain test ; All sizes; NESPS2 (en) en zh

Key Data Set Information
Location CN
Reference year 2019
Name
Assembly ; Complete car ; Fresh water, whole car ; Rain test ; 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 所述的工业流程代表应用于汽车行业的尾端污染管理技术套件，特别是包括全尺寸汽车装配、新鲜水供应和整车淋雨试验等过程。这些技术被用于管理和处理从事此类活动的设施产生的废水，确保化学需氧量(COD)污染物得到减轻。技术如膜分离结合SBR（序批式反应器）、MBR（膜生物反应器）以及不同的生物接触氧化、化学混凝、好氧和厌氧处理方法组合，其效能从30％到98％不等。这些系统对于遵守环境法规和标准至关重要，以尽量减少工业活动对水资源的影响。
Classification
Class name : Hierarchy level
  • ILCD: Reference Parameters / Systems / Vehicles
General comment on data set the treatment technology for the pollution of Vehicledidn't offered，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Copyright No
Owner of data set
Quantitative reference
Reference flow(s)
  • - 1.0 * 1.0 Item(s) (Number of items)
Technological representativeness
Technology description including background system the treatment technology for the pollution of Vehicledidn't offered，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
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 8c1b413f-5bcb-4e0d-84db-ba09dac3140b
Date of last revision 2024-04-15T22:07:49.090138+08:00
Data set version 00.01.005
Permanent data set URI https://lcadata.tiangong.world/showProcess.xhtml?uuid=8c1b413f-5bcb-4e0d-84db-ba09dac3140b&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
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 4.08E-5 kg4.08E-5 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisMembrane separation + anaerobic hydrolysis + bio-contact oxidation process，Its Technical efficiency of end-of-pipe management98，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 4.08E-5 kg4.08E-5 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisMembrane separation + anaerobic hydrolysis + MBR，Its Technical efficiency of end-of-pipe management98，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 4.08E-5 kg4.08E-5 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisMembrane separation + anaerobic hydrolysis + SBR，Its Technical efficiency of end-of-pipe management98，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 6.120000000000001E-5 kg6.120000000000001E-5 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisMembrane separation + bio-contact oxidation process，Its Technical efficiency of end-of-pipe management97，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = 1
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 6.120000000000001E-5 kg6.120000000000001E-5 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisMembrane separation + MBR，Its Technical efficiency of end-of-pipe management97，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is /
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 6.120000000000001E-5 kg6.120000000000001E-5 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisMembrane separation + SBR，Its Technical efficiency of end-of-pipe management97，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is /
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 2.04E-4 kg2.04E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisMembrane separation，Its Technical efficiency of end-of-pipe management90，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is /
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 2.448E-4 kg2.448E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + anaerobic hydrolysis + bio-contact oxidation process，Its Technical efficiency of end-of-pipe management88，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 2.448E-4 kg2.448E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + anaerobic hydrolysis + MBR，Its Technical efficiency of end-of-pipe management88，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 2.448E-4 kg2.448E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + anaerobic hydrolysis + SBR，Its Technical efficiency of end-of-pipe management88，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 3.672E-4 kg3.672E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + bio-contact oxidation process，Its Technical efficiency of end-of-pipe management82，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 3.672E-4 kg3.672E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + MBR，Its Technical efficiency of end-of-pipe management82，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 3.672E-4 kg3.672E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + SBR，Its Technical efficiency of end-of-pipe management82，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = 1
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 4.080000000000001E-4 kg4.080000000000001E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisAnaerobic hydrolysis + bio-contact oxidation process，Its Technical efficiency of end-of-pipe management80，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 4.080000000000001E-4 kg4.080000000000001E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisAnaerobic hydrolysis + MBR，Its Technical efficiency of end-of-pipe management80，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 4.080000000000001E-4 kg4.080000000000001E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisAnaerobic hydrolysis + SBR，Its Technical efficiency of end-of-pipe management80，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = power consumption of wastewater treatment facilities (kWh/year) / operating time of wastewater treatment facilities (hours/year) / total power of wastewater treatment facilities (kW)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 6.12E-4 kg6.12E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisAerobic biological treatment，Its Technical efficiency of end-of-pipe management70，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is /
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 6.12E-4 kg6.12E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisBio-contact oxidation process，Its Technical efficiency of end-of-pipe management70，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is /
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 6.12E-4 kg6.12E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisMBR，Its Technical efficiency of end-of-pipe management70
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 6.12E-4 kg6.12E-4 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisSBR，Its Technical efficiency of end-of-pipe management70，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is /
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.00102 kg0.00102 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation + floating separation，Its Technical efficiency of end-of-pipe management50，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = 1
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.001224 kg0.001224 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisChemical coagulation，Its Technical efficiency of end-of-pipe management40
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.001224 kg0.001224 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisPhysicochemical treatment，Its Technical efficiency of end-of-pipe management40，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is /
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.001326 kg0.001326 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisAnaerobic biological treatment，Its Technical efficiency of end-of-pipe management35，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is /
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.001326 kg0.001326 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisAnaerobic hydrolysis，Its Technical efficiency of end-of-pipe management35
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.001428 kg0.001428 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisFilter separation，Its Technical efficiency of end-of-pipe management30
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.001428 kg0.001428 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisPhysical treatment，Its Technical efficiency of end-of-pipe management30，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is /
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.00204 kg0.00204 kg
General comment the Technical of end-of-pipe management technology for pollution chemical oxygen demandisDirect discharge，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is /
34.0 34.0
General comment the treatment technology for the pollution of Waste waterdidn't offered
Product flow
Systems / Vehicles 1.0 Item(s)1.0 Item(s)
General comment nan