Pinzón Pardo A L, Brdjanovic D, Moussa M S, López-Vázquez C M, Meijer S C F, Van Straten H H A, Janssen A J H, Amy G, Van Loosdrecht M C M
UNESCO-IHE Institute for Water Education, P.O. Box 3015, 2601 DA Delft, The Netherlands.
Environ Technol. 2007 Nov;28(11):1273-84. doi: 10.1080/09593332808618889.
The Activated Sludge Model No. 3 (ASM3) and Dutch calibration guidelines (STOWA) were evaluated in the modelling of an activated sludge system treating effluents from a large oil refinery. The plant was designed to remove suspended solids, organic matter and nitrogen from wastewater at an average water temperature of 34 degrees C. The plant consists of three tanks in series; the first two tanks operate in on-off aeration mode with pure oxygen for N-removal, whilst extra methanol is added for the denitrification, and the third tank is maintained as constantly aerobic. Calibration was performed based on a simplified influent characterisation and extra batch experiments (nitrification and denitrification). With the adjustment of only four parameters the model proved capable of describing the performance of the plant concerning both the liquid phase and the biomass. The model was further used to analyse possible modifications in the plant layout and optimize operational conditions in order to reduce operating costs. Modelling results indicated reduction in methanol dosage by implementing an idle time between aerobic and anoxic phases. In this way, surplus methanol was prevented from entering during the aerobic period. Moreover, simulations showed that the most cost-effective option regarding the denitrification process was a combined pre-post-denitrification scheme, without the need for enlarging existing basins. It can be concluded that although ASM3 and STOWA guidelines were originally developed for domestic wastewater application at a temperature range of 10 to 20 degrees C, they proved well capable of describing the performance of an oil refinery wastewater treatment plant operating at 34 degrees C. Moreover, the plant model proved useful for optimization of the plant performance regarding operational costs.
对活性污泥3号模型(ASM3)和荷兰校准指南(STOWA)在处理大型炼油厂废水的活性污泥系统建模中的应用进行了评估。该工厂旨在去除废水中的悬浮固体、有机物和氮,平均水温为34摄氏度。该工厂由三个串联的水池组成;前两个水池采用开-关曝气模式,使用纯氧进行氮去除,同时添加额外的甲醇进行反硝化,第三个水池保持持续好氧状态。校准是基于简化的进水特性描述和额外的批次实验(硝化和反硝化)进行的。仅通过调整四个参数,该模型就能够描述该工厂在液相和生物量方面的性能。该模型还被用于分析工厂布局的可能修改并优化运行条件,以降低运营成本。建模结果表明,通过在好氧和缺氧阶段之间设置闲置时间,可以减少甲醇用量。这样可以防止多余的甲醇在好氧期间进入。此外,模拟结果表明,关于反硝化过程,最具成本效益的方案是前置-后置联合反硝化方案,无需扩大现有水池。可以得出结论,尽管ASM3和STOWA指南最初是为温度范围在10至20摄氏度的生活污水处理而开发的,但它们被证明能够很好地描述在34摄氏度运行的炼油厂污水处理厂的性能。此外,该工厂模型被证明对于优化工厂在运营成本方面的性能很有用。