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用于三级废水处理中臭氧氧化和生物活性炭的混合建模框架

Hybrid modelling framework for ozonation and biological activated carbon in tertiary wastewater treatment.

作者信息

Angula Shalongo T, Okedi John, Harding Theo, Bellandi Giacomo, Ikumi David S

机构信息

Department 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 E-mail:

Department 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.

出版信息

Water Sci Technol. 2024 Dec;90(11):3052-3075. doi: 10.2166/wst.2024.379. Epub 2024 Nov 20.

Abstract

Despite water being a significant output of water and resource recovery facilities (WRRFs), tertiary wastewater treatment processes are often underrepresented in integrated WRRF models. This study critically reviews the approaches used in comprehensive models for ozone (O) and biological activated carbon (BAC) operation units for wastewater tertiary treatment systems. The current models are characterised by limitations in the mechanisms that describe O disinfection and disinfection by-product formation, and BAC adsorption in multi-component solutes. Drawing from the insights from the current O, BAC, and WRRF modelling approaches, we propose an integrated O-BAC model suitable for simulating dissolved organic carbon (DOC) and micropollutants removal in the O-BAC systems. We recommend a hybrid modelling approach in which data-driven models can be integrated to compensate for structural limitations in mechanistic models. The model is developed within the activated sludge model (ASM) framework for flexibility in coupling with other WRRF models and hence facilitates developing system-wide WRRF models for wastewater reclamation and reuse systems.

摘要

尽管水是水和资源回收设施(WRRFs)的重要产出,但三级废水处理工艺在综合WRRF模型中往往未得到充分体现。本研究批判性地回顾了用于废水三级处理系统中臭氧(O)和生物活性炭(BAC)运行单元的综合模型所采用的方法。当前模型的特点是在描述O消毒和消毒副产物形成以及BAC对多组分溶质吸附的机制方面存在局限性。借鉴当前O、BAC和WRRF建模方法的见解,我们提出了一个适用于模拟O - BAC系统中溶解有机碳(DOC)和微污染物去除的综合O - BAC模型。我们推荐一种混合建模方法,其中可以集成数据驱动模型以弥补机理模型中的结构局限性。该模型是在活性污泥模型(ASM)框架内开发的,以便灵活地与其他WRRF模型耦合,从而有助于为废水回收和再利用系统开发全系统的WRRF模型。

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