| 关键数据集信息 | |
| 位置 | CN |
| 参考年 | 2019 |
| 名字 |
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| 数据集使用建议 | 该数据集来源于污染源普查报告，包含污染物排放及相关产品信息，但不包含能源或化学品消耗数据，也不提供废弃物或共生产物产生信息。在使用该数据集时，请根据实际情况补充缺失数据后再使用。 |
| 产品或过程的技术目的 | 所描述的工业过程适用于羊毛纺织行业，在该过程中，原毛经过洗涤清洁，为后续的制造步骤做准备。漂洗过程去除了羊毛中的油脂、污垢和汗渍。此过程的产出是准备好进一步加工成织物或其他羊毛制品的清洁羊毛。考虑到产生的污染物，应用废水处理技术来管理氨氮、化学需氧量(COD)、总磷和有机结合态氮。 |
| 分类 |
类名
:
层次结构级别
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| 关于数据集的一般性意见 | 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 management98.34，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) |
| 版权 | 不 |
| 数据集的所有者 | |
| 参考定量 | |
| 参考流 |
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| 技术代表性 | |
| 技术说明，包括后台系统 | 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 management98.34，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) |
| 生命周期清单方法和分配 | |||||
| 数据集的类型 | Unit process, single operation | ||||
| 数据来源、处理和代表性 | |||||
| 偏离数据处理和外推原则/解释 | None | ||||
| 用于此数据集的数据源 | |||||
| 完整性 | |||||
| 产品模型的完整性 | No statement | ||||
| 验证 | |||||
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| 数据生成 | |
| 数据集生成/建模 | |
| 出版和所有权 | |
| UUID | 91f27da7-555e-40d7-81e3-b305d54c3d2d |
| 最后修订日期 | 2024-04-15T22:08:09.712411+08:00 |
| 数据集版本 | 00.01.005 |
| 永久数据集 URI | https://lcadata.tiangong.world/showProcess.xhtml?uuid=91f27da7-555e-40d7-81e3-b305d54c3d2d&version=01.00.000&stock=TianGong |
| 数据集的所有者 | |
| 版权 | 不 |
| 许可证类型 | Free of charge for all users and uses |
输入
输出
| 流类型 | 分类 | 流 | 位置 | 平均量 | 计算量 | 最小量 | 最大量 | ||
|---|---|---|---|---|---|---|---|---|---|
| Product flow | Materials production / Other materials | 1000.0 kg | 1000.0 kg | ||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.002520590000000004 kg | 0.002520590000000004 kg | ||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.015153194 kg | 0.015153194 kg | ||||||
| |||||||||
| 18.62 | 18.62 | ||||||||
| |||||||||
| 0.2782231199999999 | 0.2782231199999999 | ||||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.4417080479999999 kg | 0.4417080479999999 kg | ||||||
| |||||||||
| 0.4566392160000001 | 0.4566392160000001 | ||||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.5807869439999999 kg | 0.5807869439999999 kg | ||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 2.139705092000012 kg | 2.139705092000012 kg | ||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 3.010093603999994 kg | 3.010093603999994 kg | ||||||
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