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凌道盛, 施昌宇, 郑建靖, 闫子壮, 赵天浩, 赵宇. 离心超重力下物质运动试验及降雨模拟分析[J]. 岩土工程学报. DOI: 10.11779/CJGE20240046
引用本文: 凌道盛, 施昌宇, 郑建靖, 闫子壮, 赵天浩, 赵宇. 离心超重力下物质运动试验及降雨模拟分析[J]. 岩土工程学报. DOI: 10.11779/CJGE20240046
Tests on Object Motion in Centrifugal Hypergravity Field and Analysis of Rainfall Simulation[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240046
Citation: Tests on Object Motion in Centrifugal Hypergravity Field and Analysis of Rainfall Simulation[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240046

离心超重力下物质运动试验及降雨模拟分析

Tests on Object Motion in Centrifugal Hypergravity Field and Analysis of Rainfall Simulation

  • 摘要: 离心机是岩土工程学科开展缩尺模型试验的主要装置,被广泛应用于降雨、滑坡等工程问题。本文基于双目视觉原理,开展了一系列离心超重力下无约束小球的运动试验,验证了离心超重力下质点运动的控制方程,并将其拓展为考虑质量变化的离心超重力下降雨模拟运动控制方程。方程指出在非惯性系下物体的质量变化会引入一项额外的作用力。在此基础上,针对喷嘴型离心降雨模拟开展了数值分析,并提出了四项降雨均匀性指标。分析表明,单喷嘴模拟降雨的空间分布和统计分布特征会在空气阻力和非惯性系作用下发生显著改变。对于2×2的the Green Mist喷嘴阵列,沿边坡长度和宽度方向的喷嘴覆盖面积重叠率的推荐值分别为60.47%和55.36%。

     

    Abstract: Centrifuges are the main device to conduct scaled modeling tests in geotechnical engineering disciplines, which is widely used in engineering problems such as rainfall and landslides. In this paper, a series of centrifugal tests on the motion of unconstrained spheres are carried out to verify the equations of particle motion in centrifugal hypergravity. Furthermore, the equations are extended to account for changes in particle mass to simulate the rainfall in centrifugal hypergravity field. The extended equations indicate that the mass change of an object in a non-inertial frame introduce an additional force. Numerical analyses are conducted for the nozzle-type centrifugal rainfall simulation base on the equations, and four rainfall uniformity indicators were proposed. The analyses reveal that air resistance and non-inertial frame forces can significantly alter the spatial and statistical distribution characteristics of rainfall from a nozzle. For the 2 ×2 Green Mist nozzle array, the recommended values for the overlap of nozzle coverage area along the length and width directions of the side slope are 60.47% and 55.36%, respectively.

     

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