| 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 | 本工艺涉及的是不使用有机溶剂提取兽用中药饮片，年产量在200至1000吨之间。该数据集可用于评估兽用中药饮片提取过程的环境影响，特别是在兽医应用的背景下。数据适用于专注于传统中药兽医药品的制药行业利益相关者，确保有效提取的同时减少生态足迹。 |
| 分类 |
类名
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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 demandisAerobic biological treatment，Its Technical efficiency of end-of-pipe management89，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is K = normal operation time of wastewater treatment facility (hours/year) / normal production time of enterprises (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 demandisAerobic biological treatment，Its Technical efficiency of end-of-pipe management89，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is K = normal operation time of wastewater treatment facility (hours/year) / normal production time of enterprises (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 | c043a457-de44-4338-9b2d-055aa471cb1c |
| 最后修订日期 | 2024-04-15T22:10:02.947119+08:00 |
| 数据集版本 | 00.01.005 |
| 永久数据集 URI | https://lcadata.tiangong.world/showProcess.xhtml?uuid=c043a457-de44-4338-9b2d-055aa471cb1c&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
| 流类型 | 分类 | 流 | 位置 | 平均量 | 计算量 | 最小量 | 最大量 | ||
|---|---|---|---|---|---|---|---|---|---|
| Product flow | Materials production / Organic chemicals | 1000.0 kg | 1000.0 kg | ||||||
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输出
| 流类型 | 分类 | 流 | 位置 | 平均量 | 计算量 | 最小量 | 最大量 | ||
|---|---|---|---|---|---|---|---|---|---|
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.0378 kg | 0.0378 kg | ||||||
| |||||||||
| 39600.0 | 39600.0 | ||||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.0426 kg | 0.0426 kg | ||||||
| |||||||||
| 0.07695 | 0.07695 | ||||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.0945 kg | 0.0945 kg | ||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.1065 kg | 0.1065 kg | ||||||
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| 0.1178 | 0.1178 | ||||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.15582 kg | 0.15582 kg | ||||||
| |||||||||
| 0.21546 | 0.21546 | ||||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.26908 kg | 0.26908 kg | ||||||
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| 0.32983999999999997 | 0.32983999999999997 | ||||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.40068000000000004 kg | 0.40068000000000004 kg | ||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.69192 kg | 0.69192 kg | ||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 1.73384 kg | 1.73384 kg | ||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 2.06308 kg | 2.06308 kg | ||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 9.53612 kg | 9.53612 kg | ||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 11.34694 kg | 11.34694 kg | ||||||
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