使用移动粒子半隐式法研究水力跃迁

Yacobus Yulianto
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引用次数: 0

摘要

为了提供水力结构所需的数据,有必要对水力跃迁进行研究。模拟是提供数据的实验替代方法。本模型的目的是研究水库水位对水力跃升后高度以及水力跃升与排气孔前端距离的影响。模拟采用了移动粒子半隐式方法。水库水位分别设置为 10 米、18 米和 32 米,模拟粒子数分别为 18174、23934 和 33942 个。结果表明,初始水位为 10 米的水库,跳跃后的高度在 2.68 米至 3.60 米之间;初始水位为 18 米的水库,跳跃后的高度在 2.90 米至 5.18 米之间;初始水位为 32 米的水库,跳跃后的最终高度在 2.98 米至 8.28 米之间。根据这项研究的结果,水库水位越高,跳水后的高度就越高。此外,随着水库蓄水量的增加,跳伞距离排气孔前端的距离也会增加。关于本研究的扩展,必须进行更多的研究,以更深入地调查这一现象,特别是水力跃迁过程中的颗粒速度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigation of hydraulic jump by using the Moving Particle Semi-Implicit method
Investigation of hydraulic jump is necessary to provide the required data in hydraulic structures. Simulations are an alternative to experiments for providing data. The objective of this modeling is to examine the impact of the reservoir level on the height after the jump and the distance of the jump from the front of the exhaust hole. The simulation was performed by using the Moving Particle Semi-Implicit method. The reservoir level was set to 10 m, 18 m, and 32 m with 18174, 23934, and 33942 particles of simulation, respectively. The obtained results indicate that the height of the reservoir after the jump is between 2.68 m and 3.60 m for an initial reservoir level of 10 m. For an initial reservoir level of 18 m, the height of the jump is between 2.90 and 5.18 m. The final height after the jump ranges from 2.98 m to 8.28 meters for an initial reservoir level of 32 m. Consistent with the findings of other researchers, the simulation outcomes are extremely favorable. The higher the reservoir level, the higher the height after the jump, according to the obtained results of this study. In addition, the distance of the jump from the front of the exhaust hole increases as the reservoir fills. Regarding the expansion of this study, additional research must be conducted to investigate this phenomenon in greater depth, particularly with regard to particle velocity during the hydraulic jump process.
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