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首页> 外文期刊>Mathematical Problems in Engineering: Theory, Methods and Applications >Numerical Simulation Study on Root Stones Loss in Dam Buttress Engineering
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Numerical Simulation Study on Root Stones Loss in Dam Buttress Engineering

机译:大坝支撑工程根石损失的数值模拟研究

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In order to study the loss of root stones under action of water flow in dam buttress, based on Flow-3D, a mathematical model was established. At first, the physical experiment was carried out about water drag force on a 0.04 m×0.04 m×0.04 m cubic block. And then a numerical flume model about this experiment was established in Flow-3D software. The values of drag force were compared between the numerical and experimental results, and the percentage of error was less than 5%. Thus, the numerical model in Flow-3D was accurate and available. Then, a numerical simulation on root stones loss in an actual dam buttress project was carried out. Since the actual flow is turbulent, the RNG turbulence model was used. And VOF method, FAVOR technology, and GMO model were also used in this simulation. The numerical results showed flow depth, pressure, velocity, turbulent energy, and root stones loss. Because water level of the inflow increased with time continuously, flow depth and velocity also increased, and the root stones would be lost. The increase in flow velocity was the fastest in the dam head, and the start time of root stones loss was also the earliest. The most serious area of root stones loss is the dam head, and the serious second area is the upper cross corner. Those root stones would have the farthest lost distance in the dam head. The root stones loss was also serous in the upstream face. However, the root stones in the upstream face and the down cross corner were less affected by water flow, so there were no root stones loss phenomena. Thus, in the actual project, the dam head, the upper cross corner, and the upstream face should get more attention.
机译:为了研究水流在水坝坝上的根部石头丧失,基于流动3D,建立了数学模型。首先,物理实验是关于0.04m×0.04米×0.04米立方块的水拖曳力进行的。然后在流动3D软件中建立了关于该实验的数值模型。在数值和实验结果之间比较阻力的值,误差的百分比小于5%。因此,流动3D中的数值模型准确且可用。然后,进行了实际水坝支撑项目中的根石损失数值模拟。由于实际流动是湍流的,因此使用了RNG湍流模型。和VOF方法,有利于技术和GMO模型也用于该模拟。数值结果显示了流动深度,压力,速度,湍流能量和根结石损失。因为流入的水位随着时间的推移而增加,流量深度和速度也增加,根部石块会丢失。流速的增加是坝头中最快的最快,根石损失的开始时间也是最早的。最严重的根石块损失是大坝头,严重的第二个区域是上桥角。那些根石头将在大坝头上有最远的距离。在上游面上,根石损失也是平静的。然而,上游面部和下横角的根石对水流量的影响较小,因此没有根石损失现象。因此,在实际项目中,大坝头,上横角和上游面应更加关注。

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