Time-accurate local time stepping method based on flux updating
Time-accurate local time stepping method based on flux updating
复制标题
基于通量更新的精确本地时间步进方法
DOI:
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发表时间:
1994
期刊:
影响因子:
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通讯作者:
R. Camarero
中科院分区:
文献类型:
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作者:
X. Zhang;J. Trépanier;M. Reggio;R. Camarero
measured profiles of velocity components U and V, the turbulent kinetic energy k, and the dissipation rate of the turbulent energy £, which is deduced from the equilibrium relation 8 = (0.3&)//. The values of the mixing length / are calculated from the data using its definition in terms of the mean-velocity gradient and the shear stress. The boundary conditions are that U at the wake edges is equal to the measured edge velocity Ue measured in the experiment, k and e satisfy the zero-gradient conditions, Ue dk/dx = e and Ue d£/dx = Ce2e/&, where Ce2 is one of the model constants. The configuration of the flow for which the calculation is made is depicted in Fig. 1. The wake-generating model is a flexible plate whose shape is varied to produce different pressure gradients on the upper and lower sides of the plate controlling the properties of the initial wake. The characteristics of the test flow at the trailing edge including the boundary layer thickness, the friction coefficient Cy, and the momentum thickness Reynolds number Re§ are shown in Table 1. The details of the experiments and the results are given in Nakayama and Kreplin. The step size in the calculation is initially taken about 0.5 x 10~ times the momentum thickness 0, at the trailing edge and is doubled at every 50th step until the step size of 0.26, is reached. About 1000 integration steps are needed to cover a distance of about 400, from the trailing edge, which is considered a near wake region.