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Process Data set: Sanitary materials and medical supplies ; Chemical Pharmaceutical Ingredients ; Solid Preparation ; less than 200 t/a; NESPS2 (en) en zh

Key Data Set Information
Location CN
Reference year 2019
Name
Sanitary materials and medical supplies ; Chemical Pharmaceutical Ingredients ; Solid Preparation ; less than 200 t/a; 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 该工艺流程涉及卫生材料及医药用品的生产,具体为化学药品原料固体制剂,年产量不足200吨。此工业流程包括末端处理技术,以治理包括化学需氧量(COD)、氨氮、总磷、有机结合氮、废气以及挥发性有机化合物(VOCs)在内的污染物。提及的治理技术包括物理化学处理、好氧和厌氧生物处理、低温等离子体、吸收、吸附与蒸汽解吸方法,不同处理技术对不同污染物的处理效率各异。
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 Exhaust gasis/,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = annual operating time of wastewater treatment facilities (hours) / annual normal production time of enterprises (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 Exhaust gasis/,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = annual operating time of wastewater treatment facilities (hours) / annual normal production time of enterprises (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 22987f5d-e086-4cb4-baa8-014058ceac72
Date of last revision 2024-04-15T22:04:00.063558+08:00
Data set version 00.01.005
Permanent data set URI https://lcadata.tiangong.world/showProcess.xhtml?uuid=22987f5d-e086-4cb4-baa8-014058ceac72&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 0.04769999999999999 kg0.04769999999999999 kg
General comment the Technical of end-of-pipe management technology for pollution phosphorus, totalisPhysicochemical treatment + anaerobic/aerobic biological combined treatment + physicochemical treatment,Its Technical efficiency of end-of-pipe management99,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = annual operating time of waste gas treatment facilities (hours) / annual normal production time of enterprises (hours)
Elementary flow
Emissions / Emissions to air / Emissions to air, unspecified 0.1404000000000003 kg0.1404000000000003 kg
General comment the Technical of end-of-pipe management technology for pollution volatile organic compoundisAdsorption + steam desorption,Its Technical efficiency of end-of-pipe management98.8,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = annual operating time of wastewater treatment facilities (hours) / annual normal production time of enterprises (hours)
0.2533300000000003 0.2533300000000003
General comment the Technical of end-of-pipe management technology for pollution Ammonia NitrogenisPhysicochemical treatment + anaerobic/aerobic biological combined treatment + physicochemical treatment,Its Technical efficiency of end-of-pipe management95.1,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = annual operating time of wastewater treatment facilities (hours) / annual normal production time of enterprises (hours)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.2939999999999997 kg0.2939999999999997 kg
General comment the Technical of end-of-pipe management technology for pollution Nitrogen, organic boundisPhysicochemical treatment + anaerobic/aerobic biological combined treatment + physicochemical treatment,Its Technical efficiency of end-of-pipe management97.2,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = annual operating time of wastewater treatment facilities (hours) / annual normal production time of enterprises (hours)
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.4054499999999999 kg0.4054499999999999 kg
General comment the Technical of end-of-pipe management technology for pollution phosphorus, totalisPhysicochemical treatment + anaerobic biological treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management91.5,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = annual operating time of waste gas treatment facilities (hours) / annual normal production time of enterprises (hours)
0.4291099999999999 0.4291099999999999
General comment the Technical of end-of-pipe management technology for pollution Ammonia NitrogenisPhysicochemical treatment + anaerobic biological treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management91.7,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = annual operating time of wastewater treatment facilities (hours) / annual normal production time of enterprises (hours)
0.4704699999999997 0.4704699999999997
General comment the Technical of end-of-pipe management technology for pollution Ammonia NitrogenisPhysicochemical treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management90.9
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 0.6439499999999999 kg0.6439499999999999 kg
General comment the Technical of end-of-pipe management technology for pollution phosphorus, totalisPhysicochemical treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management86.5,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = annual operating time of wastewater treatment facilities (hours) / annual normal production time of enterprises (hours)
Product flow
Use and consumption / Consumption of goods 1000.0 kg1000.0 kg
General comment 源文件中描述为为卫生材料及医药用品,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为废水量
Elementary flow
Emissions / Emissions to air / Emissions to air, unspecified 1.17 kg1.17 kg
General comment 污染物指标挥发性有机物的末端治理技术是吸收+分流,其效率为90,末端治理设施实际运行率(k值)计算公式为k=治理设施运行时间(小时)/正常生产时间(小时)。原文件中描述污染物类别为废气,污染物指标为挥发性有机物,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为挥发性有机物
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 2.31 kg2.31 kg
General comment 污染物指标总氮的末端治理技术是物理化学处理法+厌氧生物处理+好氧生物处理,其效率为78,末端治理设施实际运行率(k值)计算公式为k=治理设施运行时间(天)/正常生产时间(天)。原文件中描述污染物类别为废水,污染物指标为总氮,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为总氮
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 2.967999999999997 kg2.967999999999997 kg
General comment 污染物指标化学需氧量的末端治理技术是物理化学处理法+厌/好氧生物组合处理+物理化学处理法,其效率为97.2,末端治理设施实际运行率(k值)计算公式为k=治理设施运行时间(天)/正常生产时间(天)。原文件中描述污染物类别为废水,污染物指标为化学需氧量,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为化学需氧量
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 3.0135 kg3.0135 kg
General comment 污染物指标总氮的末端治理技术是物理化学处理法+好氧生物处理法,其效率为71.3,末端治理设施实际运行率(k值)计算公式为k=治理设施运行时间(天)/正常生产时间(天)。原文件中描述污染物类别为废水,污染物指标为总氮,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为总氮
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 4.77 kg4.77 kg
General comment 污染物指标总磷的末端治理技术是无末端处理设施,其效率为0,末端治理设施实际运行率(k值)计算公式为/。原文件中描述污染物类别为废水,污染物指标为总磷,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为总磷
5.17 5.17
General comment 污染物指标氨氮的末端治理技术是无末端处理设施,其效率为0,末端治理设施实际运行率(k值)计算公式为/。原文件中描述污染物类别为废水,污染物指标为氨氮,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为氨氮
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 5.194000000000005 kg5.194000000000005 kg
General comment 污染物指标化学需氧量的末端治理技术是物理化学处理法+厌氧生物处理+好氧生物处理,其效率为95.1,末端治理设施实际运行率(k值)计算公式为k=治理设施运行时间(天)/正常生产时间(天)。原文件中描述污染物类别为废水,污染物指标为化学需氧量,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为化学需氧量
Elementary flow
Emissions / Emissions to air / Emissions to air, unspecified 8.19 kg8.19 kg
General comment 污染物指标挥发性有机物的末端治理技术是低温等离子体,其效率为30,末端治理设施实际运行率(k值)计算公式为k=治理设施运行时间(小时)/正常生产时间(小时)。原文件中描述污染物类别为废气,污染物指标为挥发性有机物,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为挥发性有机物
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 9.645999999999994 kg9.645999999999994 kg
General comment 污染物指标化学需氧量的末端治理技术是物理化学处理法+好氧生物处理法,其效率为90.9,末端治理设施实际运行率(k值)计算公式为k=治理设施运行时间(天)/正常生产时间(天)。原文件中描述污染物类别为废水,污染物指标为化学需氧量,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为化学需氧量
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 10.5 kg10.5 kg
General comment 污染物指标总氮的末端治理技术是无末端处理设施,其效率为0,末端治理设施实际运行率(k值)计算公式为/。原文件中描述污染物类别为废水,污染物指标为总氮,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为总氮
Elementary flow
Emissions / Emissions to air / Emissions to air, unspecified 11.7 kg11.7 kg
General comment 污染物指标挥发性有机物的末端治理技术是无末端处理设施,其效率为0,末端治理设施实际运行率(k值)计算公式为/。原文件中描述污染物类别为废气,污染物指标为挥发性有机物,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为挥发性有机物
Elementary flow
Emissions / Emissions to water / Emissions to water, unspecified 106.0 kg106.0 kg
General comment 污染物指标化学需氧量的末端治理技术是无末端处理设施,其效率为0,末端治理设施实际运行率(k值)计算公式为/。原文件中描述污染物类别为废水,污染物指标为化学需氧量,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为化学需氧量
318.0 318.0
General comment 污染物指标废水量的末端治理技术是/,末端治理设施实际运行率(k值)计算公式为/。原文件中描述污染物类别为废水,污染物指标为废水量,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为废水量
Product flow
Materials production / Inorganic chemicals 404201.0 m3404201.0 m3
General comment 污染物指标废气量的末端治理技术是/,末端治理设施实际运行率(k值)计算公式为/。原文件中描述污染物类别为废气,污染物指标为废气量,此处对其进行了匹配工作,将其匹配到LCAflow库里面相最符合的流,污染物指标备注为废气量