Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Narutowicza Street 11/12, 80-233, Gdansk, Poland.
Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Narutowicza Street 11/12, 80-233, Gdansk, Poland; Institute of Environmental Science and Technology, Tongji University, 1239 Siping Road, Yangpu District, Shanghai, 200092, China.
Water Res. 2019 Oct 1;162:53-63. doi: 10.1016/j.watres.2019.06.057. Epub 2019 Jun 21.
Nitrous oxide (NO) emitted from biological nutrient removal activated sludge systems contributes significantly to the total carbon footprint of modern wastewater treatment plants. In the present study, NO production and emissions were experimentally determined in a large-scale plant (220,000 PE) employing combined nitrogen (N) and phosphorus (P) removal. As a modelling tool, the Activated Sludge Model 2d (ASM2d) was extended with modules describing multiple NO production pathways and NO liquid-gas transfers. The new model was calibrated and validated using the results of laboratory experiments and full-scale measurements. Different operational strategies were evaluated following the proposed model-based procedure. Heterotrophic denitrification was found to be the predominant pathway of NO production under both anoxic and aerobic conditions. This behaviour could primarily be attributed to the predominant abundance of heterotrophic denitrifiers over nitrifiers. Simulations revealed that the optimal solution for minimizing liquid NO production is to set the dissolved oxygen concentration in the aerobic zone from 1 to 2 mg O/L and to enhance the mixed liquor recirculation rate (MLR) (>500% of the influent flowrate) while not compromising effluent standards. Regarding the actual conditions, the potential reduction in the carbon footprint was estimated to be 10% by applying the proposed operational strategy. The results suggest that considerable improvements can be achieved without substantial upgrades and increased costs.
生物脱氮活性污泥系统排放的氧化亚氮 (NO) 对现代污水处理厂的总碳足迹有重大贡献。在本研究中,采用联合氮 (N) 和磷 (P) 去除的大型工厂 (22 万 PE) 进行了实验确定 NO 的产生和排放。作为一种建模工具,扩展了活性污泥模型 2d (ASM2d),其中包含描述多种 NO 产生途径和 NO 液-气转移的模块。使用实验室实验和全尺度测量的结果对新模型进行了校准和验证。根据提出的基于模型的程序评估了不同的操作策略。发现好氧和缺氧条件下,异养反硝化是 NO 产生的主要途径。这种行为主要归因于异养反硝化菌相对于硝化菌的丰度占主导地位。模拟结果表明,为了将好氧区的溶解氧浓度设定为 1 至 2mg O/L 并提高混合液回流率 (MLR) (>进水流量的 500%),同时不影响出水标准,这是减少液体 NO 产生的最佳方案。关于实际情况,通过应用所提出的操作策略,估计碳足迹可以减少 10%。结果表明,无需进行重大升级和增加成本,就可以实现相当大的改进。