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Volatile Organic Compound Emission Rate from Diffused Aeration Systems. 1. Mass Transfer Modeling

机译:扩散曝气系统中挥发性有机化合物的排放速率。 1.传质建模

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The release of volatile organic compounds (VOCs) from wastewater treatment plants has recently caused great concern. In wastewater treatment plants, many operation units such as equalization and aeration involve oxygen transfer between wastewater and air. While oxygen is transferred from air to wastewater, VOCs are stripped from wastewater to air. Due to increasingly stringent environmental regulations, wastewater treatment operators have to do VOC inventory of their facilities. A mass transfer model for VOCs is therefore called for to assess VOC emission rates from wastewater treatment processes. Almost all existing methods adopt an oxygen mass transfer model standardized by the American Society of Civil Engineers (ASCE) to evaluate VOC emission rates. A new and more fundamental oxygen mass transfer model for diffused aeration systems was developed to assess the VOC emission rates. The new model provides better insight of the VOC mass transfer process and requires only aeration performance data to predict the VOC emission rates. The results and implications of both models were discussed and compared.
机译:最近,废水处理厂释放出挥发性有机化合物(VOC),引起了极大的关注。在废水处理厂中,均衡和曝气等许多操作单元都涉及废水和空气之间的氧气转移。当氧气从空气转移到废水中时,VOC从废水转移到空气中。由于日益严格的环境法规,废水处理运营商必须对其设施进行VOC清点。因此,需要使用挥发性有机化合物的传质模型来评估废水处理过程中挥发性有机化合物的排放率。几乎所有现有方法都采用美国土木工程师学会(ASCE)标准化的氧气质量转移模型来评估VOC排放率。开发了一种用于扩散曝气系统的新的更基本的氧气质量转移模型,以评估VOC排放速率。新模型可以更好地了解VOC传质过程,并且仅需要曝气性能数据即可预测VOC排放率。讨论并比较了两个模型的结果和含义。

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