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Biowin3 model for carbon source and hydraulic retention time on removal performance of nitrogen and phosphorous

机译:碳源和水力停留时间对氮和磷去除性能的Biowin3模型

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Static and dynamic simulation of effect of carbon source and hydraulic retention time (HRT) on removal performance of nitrogen and phosphorous were carried out by using activated sludge model software Biowin3 for typical anaerobic-anoxic-aerobic (A2/O) process in municipal wastewater treatment plant. The static simulation results showed that increasing C/N and C/P could improve obviously removal performance of nitrogen and phosphorous than extending hydraulic retention time (HRT). Under different HRTs, total nitrogen and phosphorus in effluent decrease linearly with increase of C/N and C/P. However, the relation between effect of HRT on nitrogen and phosphorus removal performance and carbon source was complicated. When C/N and C/P was low, extending HRT could improve removal performance of nitrogen; When C/N and C/P was high, removal performance of nitrogen and phosphorus would not change with HRT changing. The simulation results showed that dynamic simulation results were consistent with the static simulation ones, and also the system showed better removal performance for nitrogen and phosphorous by controlling suitable C/N and C/P.
机译:利用活性污泥模型软件Biowin3对典型的厌氧-缺氧-好氧(A 2 / O)工艺在市政废水处理厂中。静态模拟结果表明,增加C / N和C / P比延长水力停留时间(HRT)可以明显改善氮和磷的去除性能。在不同的HRT下,废水中的总氮和磷随C / N和C / P的增加呈线性下降。但是,HRT对脱氮除磷性能和碳源的影响关系复杂。当C / N和C / P较低时,延长HRT可以提高氮的去除性能。当C / N和C / P较高时,氮和磷的去除性能不会随HRT的变化而变化。仿真结果表明,动态仿真结果与静态仿真结果相吻合,并且通过控制合适的C / N和C / P,系统对氮和磷的去除效果更好。

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