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Estimation of floc permeability and porosity

机译:絮凝渗透率和孔隙率估算

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This paper briefly reviewed the progress made recently to the estimation of hydrodynamic permeability of sludge flocs, which is essential for determining the extent of advection flow through the floc interior. The large pores mainly contribute the hydrodynamic permeability of sludge floc through which the fluid could readily flow. Permeability models that assume a homogeneous floc interior normally yield marked uncertainties in model outputs. Wu et al. (1998) proposed a hydrodynamic approach for estimating the hydrodynamic permeability that considers the response of the sludge floc when moves toward a flat plate. The floc permeability for waste activated sludge was noted higher than the cupric hydroxide sludge, while the polyelectrolyte flocculation and fluid shear could reduce the permeability. The bubble-tracking technique describes the fluid flow field around and through the floc interior. The existence of advection flow is noted unexceptional. The misuse of permeability model has been demonstrated with a case study leading to the floc porosity based on free-settling test. [References: 27]
机译:本文简要回顾了最近在估算污泥絮凝物的水动力渗透率方面的进展,这对于确定通过絮凝物内部的对流流动的程度至关重要。大孔主要是污泥絮凝物的流体动力渗透性,流体可以很容易地流过。假设絮凝内部均匀的渗透率模型通常会在模型输出中产生明显的不确定性。 Wu等。 (1998)提出了一种水动力方法来估算水动力渗透率,该方法考虑了污泥絮凝物向平板移动时的响应。注意到废活性污泥的絮凝渗透性高于氢氧化铜污泥,而聚电解质絮凝和流体剪切会降低渗透性。气泡跟踪技术描述了絮体内部周围并通过絮体内部的流体流场。平流的存在被认为是异常的。案例研究证明了渗透率模型的误用,并基于自由沉降测试导致了絮凝孔隙率。 [参考:27]

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