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Simulation of Movable Hydraulic Structures

机译:可动水工结构的模拟

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The results show, that it is possible to simulate pressure and velocity with moving meshes. But the results also show that turbulent fluctuations in the measurements because of micro scaled vortices cannot be computed with the k-ε turbulence model used in this study. But this has no influence on the result quality. If necessary for other problems the grid resolution can be increased. Given only the specification of pressure as boundary conditions, the RANSE model, together with a moving mesh subroutine for the moving valve, is capable of computing time-varying flow rates and velocity distribution even in the vena contracta. A computational model can be especially useful in areas where measurements are not possible. Accurate calculation of discharge coefficients would require that this model be extended to include the entire lock culvert system and the moving free surface in the lock chamber. This study shows the promising future of computational application to complicated flow systems with free surface flows and/or moving structures.
机译:结果表明,可以通过移动网格来模拟压力和速度。但是结果还表明,由于无法使用本研究中使用的k-ε湍流模型来计算由于微小尺度的涡旋而导致测量中的湍流波动。但这对结果质量没有影响。如果其他问题有必要,可以提高网格分辨率。仅在以压力规格为边界条件的情况下,RANSE模型以及用于移动阀的移动网格子程序,即使在腔静脉收缩中也能够计算随时间变化的流速和速度分布。计算模型在无法进行测量的区域中尤其有用。准确计算排放系数将需要将该模型扩展到包括整个锁涵系统和锁室内的自由移动表面。这项研究显示了在具有自由表面流动和/或运动结构的复杂流动系统中的计算应用的广阔前景。

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