三级废水处理中臭氧化和生物活性碳的混合建模框架
Shalongo T Angula1, John Okedi2, Theo Harding3
1Department of Civil Engineering, New Engineering Building, University of Cape Town, Rondebosch, 7701, Cape Town, South Africa; Future Water Institute, University of Cape Town, Rondebosch, 7700, Cape Town, South Africa; Department of Civil and Mining Engineering, University of Namibia, Private Bag 13301, Ongwediva, Namibia
概括
本研究审查了废水处理的臭氧 (O3) 和生物活性碳 (BAC) 模型,提出了一种集成的O3-BAC模型,以改进水资源回收设施 (WRRF) 中的溶解有机碳和微污染物清除模拟.
科学领域:
- 环境工程 环境工程
- 水处理技术水处理技术
- 废水管理 废水管理
背景情况:
- 三级废水处理过程对于水资源回收至关重要,但在综合模型中通常没有充分的表现.
- 臭氧 (O3) 和生物活性炭 (BAC) 单元的现有模型在模拟消毒副产品形成和多组件吸附方面存在局限性.
- 水和资源回收设施 (WRRFs) 需要全面的模型来实现高效运行和水的再利用.
研究的目的:
- 对第三级废水处理中的O3和BAC装置的当前建模方法进行批判性审查.
- 提出一个集成的O3-BAC模型来模拟溶解有机碳 (DOC) 和微污染物去除.
- 加强全系统WRRF模型的开发,以实现先进的水资源回收和再利用.
主要方法:
- 对现有的O3,BAC和WRRF建模方法的文献综述.
- 在激活泥模型 (ASM) 框架内开发一个集成的O3-BAC模型.
- 建议采用混合建模方法,将机械模型和数据驱动模型结合起来.
主要成果:
- 确定了当前O3消毒和BAC吸附建模机制的局限性.
- 提出了一个集成的O3-BAC模型,以有效地模拟DOC和微污染物去除.
- 证明了该模型与其他WRRF模型集成的灵活性.
结论:
- 一个集成的O3-BAC模型可以改善第三级废水处理过程的模拟.
- 混合建模方法可以克服纯机械模型的结构限制.
- 拟议的模型有助于为水再利用应用开发全面的WRRF模型.
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