Modeling of a sequencing batch reactor treating municipal wastewater using multi-layer perceptron and radial basis function artificial neural networks

A sequencing batch reactor was modeled using multi-layer perceptron and radial basis function artificial neural networks (MLPANN and RBFANN). Then, the effects of influent concentration (IC), filling time (FT), reaction time (RT), aeration intensity (AI), SRT and MLVSS concentration were examined on the effluent concentrations of TSS, TP, COD and NH₄⁺-N. The results showed that the optimal removal efficiencies would be obtained at FT of 1 h, RT of 6 h, aeration intensity of 0.88 m³/min and SRT of 30 days. In addition, COD and TSS removal efficiencies decreased and TP and NH₄⁺-N removal efficiencies did not change significantly with increases of influent concentration. The TSS, TP, COD and NH₄⁺-N removal efficiencies were 86%, 79%, 94% and 93%, respectively. The training procedures of all contaminants were highly collaborated for both RBFANN and MLPANN models. The results of training and testing data sets showed an almost perfect match between the experimental and the simulated effluent of TSS, TP, COD and NH₄⁺-N. The results indicated that with low experimental values of input data to train ANNs the MLPANN models compared to RBFANN models are more precise due to their higher coefficient of determination (R²) and lower root mean squared errors (RMSE) values.     

双区静电除尘器的数值模拟研究

采用数模拟的方法研究了双区静电除尘器内流场分布、颗粒荷电及颗粒运动等难以直接测量的物理过程,构建了双区静电除尘过程完整的数值模型.采用泊松方程、电流连续性方程和匀强电场方程描述电场,采用N-S方程和雷诺应力标准湍流模型描述流场,采用拉格朗日法描述颗粒运动轨迹.通过截面风速与颗粒去除率的模拟值与实验值的对比,验证了数值模型在模拟内部流场和颗粒运动时的准确性.数值模拟结果表明：双区静电除尘器内部流场分布对入口风速的变化非常敏感;颗粒荷电方式占比由颗粒粒径决定;荷电区内颗粒向极板的趋近过程由流体曳力和电场力共同完成,收尘区内的趋近过程则由电场力主导;入口流速通过改变颗粒前进速度和内部流场形态来影响颗粒运动轨迹.     

单级与两级序批式反应器用于牛场污水处理的比较研究

对序批式反应器 (SBR)的特点进行了简要的介绍。研究了水力停留时间和有机负荷率对单级和两级SBR用于牛场污水处理时污染物去除率和出水水质的影响 ,并对单级和两级SBR的污水处理性能进行了比较。研究结果表明 ,当用单级SBR处理 10 0 0 0mg LCODCr的污水时 ,1d水力停留时间即可获得较好的处理效果 ,但出水中仍含有一定量的氨。两级SBR可使用较短的水力停留时间而获得较高的污染物去除率和较好的出水水质 ,并可通过硝化过程实现氨的完全的去除     

多级环流曝气技术处理工业污水的实验研究

在结构简单、占地面积小、氧利用率高的多级环流曝气小型实验装置上，对某种石油化工排放污水进行了生化处理性能实验。分别利用间歇和连续两种装置进行污水的处理，均得到了良好的试验结果。间歇实验探索了污水降解与系统中溶解氧的变化情况的对比，摸索出了两者之间的初步关系。连续实验表明，污水的停留时间在3-5h时，出水COD可以降到80mg／L以下。     

Fulvic acid removal by nanoparticle TiO2 using a submerged membrane photocatalysis reactor

The degradation of fulvic acid（FA） by nanoparticle TiO2 in a submerged membrane photocatalysis（SMPC） reactor was studied. In this reactor, photocatalytic oxidation and membrane separation co-occured. The continuous air supplier provided O2 for the photocatalytical reaction and mixed the solution through an airflow controller. The particle TiO2 could automatically settle due to gravity without particle agglomeration so it could be easily separated by microfiltration（MF） membrane. It was efficient to maintain high flux of membranes. The effects of operational parameters on the photocatalytic oxidation rate of FA were investigated. Results indicated that photocatalyst at 0.5 g/L and airflow at 0.06 m^3/h were the optimum condition for the removal of fulvic acid, the removal efficiency was higher in acid media than that in alkaline media. The effects of different filtration duration on permeate flux rate of MF with P25 powder and with nanoparticle TiO2 were compared. Experimental results indicated that the permeate flux rate of MF was improved and the membrane fouling phenomenon was reduced with the addition of nanoparticle TiO2 catalyst compared with conventional P25 powder. Therefore, this submerged membrane photocatalysis reactor can faciliate potential application of photocatalytic oxidation process in drinking water treatment.     

TiO_2光催化剂固定化技术及光催化反应器研究

从TiO2光催化剂的固定化技术和分类以及光催化反应器的研究进展状况方面进行了综述,指出存在的问题并提出改进方法。     

明渠潮流中垂向紊动射流流场的数值模拟

选用ｋ－ε双方程紊流模型，对自由水面做“动”刚盖假设，建立了明渠潮流中垂向射流流场的数学模型，根据潮汐流动返复回荡的特点，对离散方程组的求解采用“跟踪扫描”逐行求解法，保护和加快了解的收敛，计算了５种不同回荡周期情况下射流流场的变化过程，预报回流区高度与实测值吻合。分析了潮汐非恒定性的影响，获得了一些有益的结论。     

亚铵制浆黑液非无菌操作连续发酵生产酵母

从土壤中筛选出能在亚铵黑液中生长的毕赤酵母菌株（Ｐｉｃｈｉａ ｓｐ．Ｎｏ．１）经耐毒驯化后，可接种于酸析脱木素和汽提脱毒后的亚铵黑液中，在非无菌操作条件下连续发酵生产酵母菌体，该菌生产迅速，连续培养衡释率达０．２６ｈ＾－１，总糖的酵母得率为０．４８ｇ／ｇ（ＴＳ），ＣＯＤ去除２３％，菌体易絮凝，可自然沉降分离。