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Investigation of numerical simulation of non-Newtonian flows dam break and dam breach in open channels using modified VOF method

机译:改进VOF法研究明渠非牛顿水坝溃坝数值模拟研究

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This paper concerns modelling dam break flows of non-Newtonian Herschel-Bulkley (HB) fluid by using the volume of fluid (VOF) method and high resolution advection schemes. The VOF method is based on the fact that two or more fluids (or phases) are not interpenetrating. In the present study, a modified approach is used to overcome this problem. The OpenFoam software is employed and inter-Foam solver is used in two and three-dimensional model with non-Newtonian fluid. The numerical results of the present study are compared with analytical, numerical and experimental results found in literature. The numerical code which is used showed better agreement with the experimental data than those using shallow water equations and PLIC method.
机译:本文涉及通过使用流体体积(VOF)方法和高分辨率平流方案对非牛顿Herschel-Bulkley(HB)流体的溃坝流进行建模。 VOF方法基于两种或多种流体(或相)没有互穿的事实。在本研究中,使用一种改进的方法来克服此问题。在非牛顿流体的二维和三维模型中,使用OpenFoam软件,并使用inter-Foam求解器。将本研究的数值结果与文献中的分析,数值和实验结果进行比较。与使用浅水方程和PLIC方法的数值代码相比,所使用的数字代码与实验数据具有更好的一致性。

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