| 关键数据集信息 | |
| 位置 | CN |
| 参考年 | 2019 |
| 名字 |
|
| 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 | 该数据集代表了适用于各种规模生产的亚麻和大麻织物染色和印染过程，使用溢流染色方法。该信息与专门处理天然纤维纺织品的纺织制造商有关。详细的尾端处理技术旨在减轻废水污染，特别是针对减少氨氮、有机氮、化学需氧量和总磷水平。所提供的技术效率是这些处理技术有效性的指标。 |
| 分类 |
类名
:
层次结构级别
|
| 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 management94，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 |
|
| 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 management94，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 | |||||
| |||||
| 数据生成 | |
| 数据集生成/建模 | |
| 出版和所有权 | |
| UUID | 2a55de7a-c206-4a12-bc75-301a74c3fcbe |
| 最后修订日期 | 2024-04-15T22:04:22.031707+08:00 |
| 数据集版本 | 00.01.005 |
| 永久数据集 URI | https://lcadata.tiangong.world/showProcess.xhtml?uuid=2a55de7a-c206-4a12-bc75-301a74c3fcbe&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 | ||||||
| |||||||||
| 66.99 | 66.99 | ||||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.09012079999999997 kg | 0.09012079999999997 kg | ||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.09458960000000001 kg | 0.09458960000000001 kg | ||||||
| |||||||||
| 0.10067400000000001 | 0.10067400000000001 | ||||||||
| |||||||||
| 0.106722 | 0.106722 | ||||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.964452 kg | 0.964452 kg | ||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.9747624000000001 kg | 0.9747624000000001 kg | ||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 2.280792000000003 kg | 2.280792000000003 kg | ||||||
| |||||||||
| Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 3.9324000000000003 kg | 3.9324000000000003 kg | ||||||
| |||||||||