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The effect of high speed mixing and polymer dosing rates on the geometric and rheological characteristics of conditioned anaerobic digested sludge (ADS)

机译:高速混合和聚合物加料速率对条件厌氧消化污泥(ADS)的几何和流变特性的影响

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Wastewater sludges are non-Newtonian fluids because their shear rates change with shear stress and no linear relationship is observed between their shear stress and shear rate. Therefore, it is necessary to condition sludges with polyelectrolytes prior to dewatering to increase in the dewaterability. Since 1978, researchers have observed that the yield strength of conditioned sludge increased with the addition of polymer up to the optimum dose. Then sludge rheogram was used as a control parameter to optimize the addition of polymers, and the peak height in the shear stress vs. shear rate curve was an indication of sludge conditionablity, where the optimum polymer conditioning corresponding to the highest peak was obtained. However, few studies have addressed the effects of distinct conditioning factors on the appearance of peaks in such rheograms. In this study, the impact of factors such as high speed mixing and polymer dosing rates on the geometric and rheological characteristics of conditioned anaerobic digested sludge (ADS) with the polymer zetag7557 were investigated through the jar test method.The results showed that both the high speed mixing time and polymer dosing time had important effects on the emergence of the initial peak in test curves obtained using the Haake RV20 and Flokky rheometers for evaluation of conditioned ADS. A high speed mixing time within 60 s or a polymer dosing time of 5 s was sufficient for observation of the initial peak in flow curves, and both peak height and area decreased as the high speed mixing times were prolonged in most cases in this study. As same as the high speed mixing time, the extension of zetag7557 dosing time can also lead to the gradual decrease in the initial peak size of test curves, and form small aggregates with a decrease in two-dimensional fractal dimensions (D_2). Although the initial peak in the test curves was observed when high speed mixing inten-sities increased up to 300 rpm, there were several differences in the peak height and area observed on the Haake RV20 test rheograms and Floccky test curves. In addition, a high speed mixing intensity of 300 rpm was found to lead to the formation of smaller and less compact aggregates than other mixing intensities. All of the rheological and geometric parameters were somewhat correlated with fractal dimension-D_2p (based on regression analysis of the logarithmics of area and perimeter). However, D_2L(based on regression analysis of the logarithmics of area and maximum diameter) did not show good correlation with any other parameters. The median diameters of the aggregates were well correlated with one-dimensional fractal dimensions (D_1).
机译:废水污泥是非牛顿流体,因为它们的剪切速率随剪切应力而变化,并且在其剪切应力与剪切速率之间没有观察到线性关系。因此,有必要在脱水之前用聚电解质处理污泥以增加脱水能力。自1978年以来,研究人员观察到,随着聚合物的添加达到最佳剂量,处理后的污泥的屈服强度会提高。然后将污泥流变图用作控制参数,以优化聚合物的添加,并且剪切应力与剪切速率曲线中的峰高指示了污泥的可处理性,在该处获得了对应于最高峰的最佳聚合物处理。但是,很少有研究针对这种流变图中不同的调节因素对峰外观的影响。本研究通过广口瓶试验法研究了聚合物zetag7557对高速混合厌氧消化污泥(ADS)的几何和流变特性的影响,包括高速混合和聚合物加料速率等因素的影响。高速混合时间和聚合物加料时间对使用Haake RV20和Flokky流变仪评估条件ADS获得的测试曲线中初始峰的出现具有重要影响。在本研究中,大多数情况下,在60 s内的高速混合时间或5 s的聚合物定量时间足以观察流动曲线中的初始峰,并且随着高速混合时间的延长,峰高和峰面积均减小。与高速混合时间一样,zetag7557加药时间的延长也可能导致测试曲线的初始峰大小逐渐减小,并形成具有二维分形维数(D_2)减小的小聚集体。尽管当高速混合强度增加到300 rpm时观察到了测试曲线的初始峰,但在Haake RV20试验流变图和Floccky试验曲线上观察到的峰高和峰面积存在一些差异。另外,发现300rpm的高速混合强度导致形成比其他混合强度更小且更不紧密的聚集体。所有流变学和几何参数都与分形维数D_2p相关(基于面积和周长对数的回归分析)。但是,D_2L(基于面积和最大直径的对数的回归分析)与其他任何参数均未显示出良好的相关性。聚集体的中值直径与一维分形维数(D_1)密切相关。

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