首页> 外文会议>Proceedings of the Third IASTED international conference on environmental modelling and simulation >SIMULATION OF SIMULTANEOUS NITRIFICATION-DENITRIFICATION USING ACTIVATED SLUDGE MODEL NO. 1
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SIMULATION OF SIMULTANEOUS NITRIFICATION-DENITRIFICATION USING ACTIVATED SLUDGE MODEL NO. 1

机译:使用活性污泥模型NO.1模拟同时硝化-脱氮1个

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摘要

The operation of biological wastewater treatment systemsrnperforming simultaneous nitrification-denitrificationrn(SND) was simulated using Activated Sludge Model No.rn1 (ASM1). Properties and parameters typical of domesticrnsewage were used in the simulations. System performancernwas simulated under a range of conditions to identify anrnappropriate operating window for the process. Simulationrnresults indicated optimum nitrogen removal was achievedrnwhen the dissolved oxygen concentration was 0.3 mg/Lrnand the solids residence time was 15 d. The availability ofrnelectron donor to drive denitrification was also a majorrndeterminant of overall nitrogen removal. The effect ofrnother operating parameters, however, was minimal.rnComparison of simulation results with reported field andrnlaboratory data indicated that the simulationsrnunderpredicted nitrogen removal, suggesting that ASM1rncould reproduce general trends in SND performance, butrnwould require parameter estimates better suited to SNDrnoperation in order to accurately predict nitrogen removal.
机译:利用型号为rn1的活性污泥(ASM1)模拟了同时进行硝化-反硝化rn(SND)的生物废水处理系统的运行。模拟中使用了典型的生活污水特性和参数。在一系列条件下模拟了系统性能,以确定该过程的不合适操作窗口。模拟结果表明,当溶解氧浓度为0.3 mg / Lrn,固体停留时间为15 d时,脱氮效果最佳。电子供体驱动反硝化的有效性也是决定总氮去除量的主要因素。但是,其他操作参数的影响却很小。rn模拟结果与报告的现场数据和实验室数据的比较表明,模拟结果预测的脱氮量不足,这表明ASM1可能重现SND性能的一般趋势,但是将需要更适合SND操作的参数估计,以便准确预测脱氮。

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