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.