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Design and operation of SBR processes for small plants based on simulations

机译:基于仿真的小型工厂SBR工艺的设计和运行

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The paper firstly presents an experimental study in a SBR pilot plant operated at 20 °C for nitrogen removal from a very small village wastewater. The plant consisted of only one reactor fed continuously throughout the day and aerated intermittently. Two tests with seven and three intermittences of mixing/aerated phases were conducted and verification of the results by simulations of the activated sludge model (ASM) was also carried out. The experimental results and simulation showed that a wide range of effluent NO3-N can be obtained using different numbers of intermittences and values of the oxygen transfer coefficient (KLa). At the same time, the paper presents a design procedure for SBR processes based on an iterative process of simulations of the ASM model. After the selection of the cycle time, the mixing/aeration pattern, the initial volume, the solid retention time, and the duration of the phases, the simulation is undertaken, resulting in values for the effluent NH4-N and NO3-N, and the suspended solids before settling. Then, the latter parameters are verified to match the effluent and settling requirements. As an application of the design procedure, the effect on design and operation of different SBR configurations and of several operating conditions are analysed in three case studies.
机译:本文首先介绍了在20°C下运行的SBR中试工厂进行的实验研究,以从非常小的乡村废水中脱氮。该设备仅由一个反应器组成,该反应器全天连续供料并间歇充气。进行了两个测试阶段,其中有七个和三个间歇的混合/充气阶段,还通过模拟活性污泥模型(ASM)对结果进行了验证。实验结果和模拟结果表明,使用不同的间歇次数和氧气转移系数(KLa)值,可以获得范围广泛的NO3-N废水。同时,本文提出了基于ASM模型仿真的迭代过程的SBR过程的设计程序。在选择了循环时间,混合/曝气模式,初始体积,固体保留时间和各阶段的持续时间之后,进行了模拟,得出了废水中NH4-N和NO3-N的值,以及沉降前的悬浮固体。然后,验证后面的参数以匹配废水和沉降要求。作为设计程序的一种应用,在三个案例研究中分析了不同SBR配置和几种运行条件对设计和运行的影响。

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