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Effects of physico-chemical factors on the viscosity evolution of anaerobic granular sludge

机译:理化因素对厌氧颗粒污泥黏度演变的影响

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The Theological properties of anaerobic granular sludge samples from four full-scale and one lab-scale anaerobic bioreactors were characterized by determining their"limit viscosity"values.These values were deducted from the evolution of the apparent viscosity of granular sludge samples(20 mL)at steady shear rate(200 s~(-1))recorded using rotation tests with a wings type measurement cell stirrer Anton-Parr reference:ST24-1D/2V-Q0.The limit viscosity values depended on the applied shear rate,indicating a non-Newtonian behavior of the anaerobic granular sludge types investigated.The effect of variations of physico-chemical parameters such as pH(involving surface charge change),size,surface roughness and TSS content on the evolution of the limit viscosity of an anaerobic granular sludge suspension was investigated.This showed the importance of both quantitative(number of particles in a given volume)as well as qualitative(surface charge or shape)granule-granule interactions on this rheological parameter.Moreover,the origin of the granular sludge strongly influenced the limit viscosity value according with different granules characteristics.This work confirms the ability of the rheological parameter"limit viscosity"as an overall parameter to describe the physico-chemical characteristics(TSS,granulometry,origin,and charge)of anaerobic granular sludge and showed this holds for both sieved(500 mu m)and unsieved sludges.
机译:通过确定其“极限粘度”值来表征来自四个满规模和一个实验室规模的厌氧生物反应器的厌氧颗粒污泥样品的流变学特性。这些值是从颗粒污泥样品的表观粘度的演变(20 mL)中扣除的在稳定剪切速率(200 s〜(-1))下,使用翼型测量池搅拌器安东-帕尔(Anton-Parr)的旋转试验记录的旋转试验记录为参考:ST24-1D / 2V-Q0。极限粘度值取决于所施加的剪切速率,表明厌氧颗粒污泥类型的非牛顿行为。pH(涉及表面电荷变化),尺寸,表面粗糙度和TSS含量等物理化学参数的变化对厌氧颗粒污泥极限黏度演变的影响对悬浮液进行了研究,表明了流变学上定量(给定体积中的颗粒数量)以及定性(表面电荷或形状)颗粒-颗粒相互作用的重要性此外,颗粒污泥的来源对不同颗粒特性的极限黏度值有很大影响。这项工作证实了流变参数“极限黏度”作为描述理化特性的整体参数的能力。厌氧颗粒污泥的粒度,产地和电荷),并表明这适用于筛分(500微米)和未筛分的污泥。

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