首页> 外文会议>Water Environment Federation 72nd annual conference amp; exposition (WEFTEC'99) >MATHEMATICAL MODEL AND PARAMETER ESTIMATION FOR TREATMENT OF VOCS IN TRICKLE-BED BIOFILTERS
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MATHEMATICAL MODEL AND PARAMETER ESTIMATION FOR TREATMENT OF VOCS IN TRICKLE-BED BIOFILTERS

机译:滴灌生物滤池中VOCS的数学模型和参数估计

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The main features of a fundamental mathematical model of the biodegradationrnprocess of VOCs in a trickle bed biofilter packed with uniform synthetic solids arernanalyzed. Some aspects of the model are based on well-known and establishedrntheories while others are new, and are developed as a response to experimentalrnobservations. The dynamic model considers two limiting substrates, VOC and nitrate,rnand two types of biomass, active and inactive. The system has three phases, biofilm,rnwater, and gas. The variables calculated in the model are: limiting substratesrnconcentration, biomass distribution in the biofilm, and biofilm thickness. Experimentalrnobservations from a bench-scale biofilter system treating diethyl ether (C_2H_5OC_2H_5)rnwith nitrate as the sole nitrogen source are used to calibrated and validated the model.rnThe unknown model parameters are estimated using nonlinear parameter estimationrntechniques. The estimation is done in three stages: estimates of the steady staternmodel parameters are obtained first, then, these values are used in the estimation ofrnthe parameters of the dynamic model. Finally, nitrate limitations are included in thernmodel and the parameters corresponding to nitrate consumption are estimated. Thernmathematical model is then used for simulation and analysis of the biodegradationrnprocess. Experimental observations showed that excessive accumulation of biomassrnin the reactor has a negative effect on contaminant removal efficiency. To solve thisrnproblem, excess biomass is removed via full media fluidization and backwashing ofrnthe biofilter. The effect of periodic backwashing of the reactors is included in thernmodel as a reduction in the biofilm thickness and an adjustment of the calculatedrnspecific surface area of the reactor after backwashing. Model simulations of thernbiofilter performance with time predict the deterioration in biofilter performance due tornbiomass accumulation and its improvement due to backwashing.
机译:分析了填充有均匀合成固体的滴滤床生物滤池中挥发性有机化合物生物降解过程的基本数学模型的主要特征。该模型的某些方面基于众所周知的既定理论,而另一些方面则是新的,并作为对实验性观察的回应而开发。该动力学模型考虑了两种限制的底物,VOC和硝酸盐,以及两种类型的生物质,有活性的和无活性的。该系统具有三个阶段,生物膜,废水和气体。模型中计算的变量为:限制底物浓度,生物膜中的生物量分布和生物膜厚度。利用台式生物滤池系统以硝酸盐作为唯一氮源处理乙醚(C_2H_5OC_2H_5)rn进行实验观察,以校准和验证模型。未知模型参数使用非线性参数估计技术进行估计。估计分三个阶段进行:首先获得稳态模型参数的估计,然后将这些值用于动态模型参数的估计。最后,硝酸盐限制包括在模型中,并估算了与硝酸盐消耗量相对应的参数。然后将数学模型用于生物降解过程的模拟和分析。实验观察表明,反应器中生物质的过量积累对污染物去除效率具有负面影响。为了解决该问题,通过完全的介质流化和生物过滤器的反洗来去除过量的生物质。在模型中包括了反应器的定期反冲洗的效果,即生物膜厚度的减小和反冲洗后反应器的计算比表面积的调整。生物滤池性能随时间变化的模型模拟可预测生物滤池因生物质积累而产生的性能下降,以及由于反冲洗而产生的改善。

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