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 | 该数据集描述了在印染化纤布行业中使用的多级管末污染管理技术。该工艺适用于所有规模设施的溢流染色。管末管理技术包括化学凝聚、厌氧生物处理、好氧生物处理,以及在某些情况下,额外的化学处理,以从废水中除去氨氮、废水、有机结合态氮、化学需氧量和总磷等污染物。该技术的使用确保了通过高技术效率的污染物移除以符合环境法规的要求。 |
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 management85.1,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = normal operating hours of treatment facilities (hours/year) / normal operating hours 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 demandisChemical coagulation + anaerobic biological treatment + aerobic biological treatment,Its Technical efficiency of end-of-pipe management85.1,The formula for calculating the actual operation rate (k-value) of the end-of-pipe treatment facility is k = normal operating hours of treatment facilities (hours/year) / normal operating hours 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 | 2ca5d1c4-0abc-49ef-b0d6-75e89b90e029 |
最后修订日期 | 2024-04-15T22:04:25.339012+08:00 |
数据集版本 | 00.01.005 |
永久数据集 URI | https://lcadata.tiangong.world/showProcess.xhtml?uuid=2ca5d1c4-0abc-49ef-b0d6-75e89b90e029&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 | ||
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Product flow | Materials production / Other materials | 1000.0 kg | 1000.0 kg | ||||||
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0.0012586999999999891 | 0.0012586999999999891 | ||||||||
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Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.01576960000000001 kg | 0.01576960000000001 kg | ||||||
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Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.016665599999999992 kg | 0.016665599999999992 kg | ||||||
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65.13 | 65.13 | ||||||||
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0.0818462 | 0.0818462 | ||||||||
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Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.3915 kg | 0.3915 kg | ||||||
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Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 0.47079000000000004 kg | 0.47079000000000004 kg | ||||||
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Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 4.778032500000001 kg | 4.778032500000001 kg | ||||||
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Elementary flow | Emissions / Emissions to water / Emissions to water, unspecified | 6.501615000000004 kg | 6.501615000000004 kg | ||||||
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