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可变屈服强度和可变分形维数对粘性沉积物絮凝的影响。

The effect of variable yield strength and variable fractal dimension on flocculation of cohesive sediment.

作者信息

Son M, Hsu T-J

机构信息

Department of Civil and Coastal Engineering, University of Florida, Gainesville, FL 32611, USA.

出版信息

Water Res. 2009 Aug;43(14):3582-92. doi: 10.1016/j.watres.2009.05.016. Epub 2009 May 20.

Abstract

A new formulation for floc yield strength of cohesive sediment is theoretically derived and incorporated into a flocculation model based on variable fractal dimension. The new flocculation model is validated with existing data on the temporal evolution of floc size measured in the laboratory. Comparing with existing flocculation models using a constant yield strength, it is found that new flocculation model based on variable yield strength and variable fractal dimension is superior in predicting the temporal evolution of floc size. It is also demonstrated that the present model results are very similar to that using an empirical formulation of variable yield strength suggested by Sonntag and Russel (1987. Structure and breakup of floccs subjected to fluid stresses. II. Theory. J. Colloid Interface Sci. 115(2), 378-389) when the empirical coefficient is specified according to our theoretical value. Hence, it is concluded that the new variable yield strength formulation derived in this study and the variable fractal dimension are effective in improving the prediction of flocculation process.

摘要

本文从理论上推导了一种用于粘性沉积物絮体屈服强度的新公式,并将其纳入基于可变分形维数的絮凝模型中。利用实验室测量的絮体尺寸随时间演变的现有数据,对新的絮凝模型进行了验证。与使用恒定屈服强度的现有絮凝模型相比,发现基于可变屈服强度和可变分形维数的新絮凝模型在预测絮体尺寸随时间的演变方面更具优势。研究还表明,当根据我们的理论值指定经验系数时,本模型的结果与使用Sonntag和Russel(1987年。承受流体应力的絮体的结构与破碎。II.理论。《胶体与界面科学杂志》115(2),378 - 389)提出的可变屈服强度经验公式的结果非常相似。因此,可以得出结论,本研究中推导的新可变屈服强度公式和可变分形维数在改进絮凝过程预测方面是有效的。

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