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首页> 外文期刊>Journal of Environmental Engineering >Comparison of two model concepts for simulation of nitrogen removal at a full-scale biological nutrient removal pilot plant
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Comparison of two model concepts for simulation of nitrogen removal at a full-scale biological nutrient removal pilot plant

机译:两种模型概念的比较,这些模型用于模拟全面生物营养去除试验工厂中的氮去除

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摘要

The experimental studies conducted at the Hanover-Gummerwald pilot wastewater treatment plant (WWTP) focused on minimizing nitrogen loads discharged during stormwater events. The data collected during the plant operation were used for a long-term process simulation. The aim of this study was to compare predictive capabilities of two different mechanistic models (ASM2d and ASM3P) in terms of nitrogen removal. The influent wastewater composition was generated using on-line measurements of only three parameters (COD, N-NH4+, P-PO43-) and the model predictions were primarily compared with on-line data (concentrations of N-NH4+, N-NO3-) originating from the aerobic zone of the bioreactor. The simulation results confirmed the experimental data concerning the capabilities of the system for handling increased flows during stormwater events. The predicted peaks of N-NH4+ at the line with the quadruple dry weather flow rate were normally exceeding 8 g N(.)m(-3) (similar to the observations), whereas no (or minor) peaks of N-NH4+ were predicted for the line with the double dry weather flow rate. The relationships between ASM2d and ASM3P predictions for N-NH4+ and N-NO3- were highly correlated (r(2)=0.83-0.99) with the slopes remaining close to 1.0. Both models appear to be equally suitable for practical applications in common municipal WWTPs.
机译:在汉诺威-古默瓦尔德试验废水处理厂(WWTP)进行的实验研究着重于最大程度地减少暴雨期间排放的氮负荷。工厂运行期间收集的数据用于长期过程模拟。这项研究的目的是比较两种不同机理模型(ASM2d和ASM3P)在脱氮方面的预测能力。仅对三个参数(COD,N-NH4 +,P-PO43-)进行在线测量即可生成进水废水成分,并将模型预测值与在线数据(N-NH4 +,N-NO3-的浓度)进行了比较。 )源自生物反应器的好氧区。仿真结果证实了有关该系统处理暴雨事件中流量增加的能力的实验数据。在四倍干燥天气流量下,N-NH4 +的预测峰通常超过8 g N(。)m(-3)(与观察值相似),而N(NH4 +)没有(或次要)峰预计干燥天气流量增加一倍。 N-NH4 +和N-NO3-的ASM2d和ASM3P预测之间的关系高度相关(r(2)= 0.83-0.99),斜率保持接近1.0。两种模型似乎同样适用于普通市政污水处理厂的实际应用。

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