| 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 | 该工业过程涉及丝织品的处理和加工，包括对彩色丝绸和丝织品的前处理、印刷、染色、精练和漂白，涵盖所有规模的操作。尾水处理技术被应用于减少这些过程产生的废水中的污染物，包括氨氮、总磷、有机结合氮和化学需氧量（COD）。该技术采用化学混凝、厌氧和好氧生物处理以及额外的化学处理组合来改善排放前的水质。 |
| 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 demandisChemical coagulation + anaerobic biological treatment + aerobic biological treatment，Its Technical efficiency of end-of-pipe management93.12，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of wastewater treatment facilities (hours) / normal production time (hours) |
| 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 management93.12，The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = operating time of wastewater treatment facilities (hours) / normal production time (hours) |
| 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 | 107d5760-e4c5-46ce-b235-6b45658d3a74 |
| 最后修订日期 | 2024-04-15T22:03:32.129434+08:00 |
| 数据集版本 | 00.01.005 |
| 永久数据集 URI | https://lcadata.tiangong.world/showProcess.xhtml?uuid=107d5760-e4c5-46ce-b235-6b45658d3a74&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 | ||||||
| |||||||||
| 0.001920095999999997 | 0.001920095999999997 | ||||||||
| |||||||||
| 0.002546793999999996 | 0.002546793999999996 | ||||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.003359693999999999 kg | 0.003359693999999999 kg | ||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.008564726 kg | 0.008564726 kg | ||||||
| |||||||||
| 66700.0 | 66700.0 | ||||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 1.1058636 kg | 1.1058636 kg | ||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 1.610022400000001 kg | 1.610022400000001 kg | ||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 2.701129499999992 kg | 2.701129499999992 kg | ||||||
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| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 10.04528159999999 kg | 10.04528159999999 kg | ||||||
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