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EXPERIMENTAL AND NUMERICAL MODELING OF VISCOUS FLUID FLOW IN BIFURCATED LONG PIPES FOR OIL TRANSPORT

机译:粘性长管粘性流体流动的实验性和数值模型

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The present paper presents some experimental and numerical modeling of the Newtonian and viscoelastic flows in bifurcated configurations of pipes, for stationary and non-permanent regimes. The main purpose of this study is to select an optimal design of the pipes ramifications, for minimizing the local pressure losses and to improve the efficiency of fluid transportation. The method is based on the transformation of the flow field obtained with particle image visualization technique, for different Reynolds numbers. Based on experimental results will be established optimum geometry of the ramifications. The results will be used as the boundary conditions for numerical modeling. The experimental measurements were performed into a closed circuit of pipes, with different diameters, consisting of a centrifugal pump supplied by a tank, sensors for estimating the pressure losses and devices for measuring the flow rate. It is detailed presented in a dedicated paragraph. The main pipe is connected to a transparent bifurcation with branches at different angles from the main pipe axis. The measurements illustrate that the flow has different aspects, depending on the bifurcation's angle. The numerical simulations are performed with Fluent CFD based on the volume numerical method, to obtain the Navier-Stokes solutions for the Newtonian model in the laminar or turbulent flow conditions. A pre-processor has been used to create the geometry of the bifurcation and to generate the mesh. The 3D-flow domain contains 944390 volumes, tetrahedral hybrid. It was obtained the numerical solutions of the fluid flow in branching pipes for the Reynolds numbers from 1000 up to 40000. The governing equations were assumed from the k-ε model for turbulence flow, the equation of continuity, equation of fluid motion, and the transport equation. Finally, some conclusions and references are presented.
机译:本文介绍了牛顿和粘弹性流动的一些实验性和数值模型,用于静止和非永久性制度的管道分叉配置。本研究的主要目的是选择管道后果的最佳设计,以最大限度地减少局部压力损失,提高流体运输的效率。该方法基于用粒子图像可视化技术获得的流场的变换,用于不同的雷诺数。基于实验结果将是建立的后果的最佳几何形状。结果将用作数值模拟的边界条件。实验测量结果被执行到管道的闭合电路中,其直径不同,由罐供应的离心泵,用于估计用于测量流量的压力损失和装置的传感器。它详细介绍了专用段落。主管通过从主管轴线的不同角度的分支连接到透明分叉。测量结果说明流量具有不同的方面,这取决于分叉的角度。基于卷数值方法使用流畅的CFD进行数值模拟,以获得Laminar或湍流条件中牛顿模型的Navier-Stokes解决方案。预处理器已被用于创建分叉的几何形状并生成网格。 3D流域包含944390体积,四面体杂种。获得从1000至40000的雷诺数的分支管中流体流动的数值溶液。从K-ε模型假设控制方程,用于湍流流动,连续性,流体运动方程等​​方程。传输方程。最后,提出了一些结论和参考文献。

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