相关实验视频
Updated: Jul 14, 2026

10:09
Fast Imaging Technique to Study Drop Impact Dynamics of Non-Newtonian Fluids
Published on: March 5, 2014
多相光滑粒子水力动力学建模两滴对固体表面的冲击
Linhao Li1,2, Md M A Sohag1, Kan Liu1
1Beijing Institute of Technology, School of Aerospace Engineering, Beijing 100081, China.
Physical review. E
|February 20, 2026
概括
这项研究探讨了双滴对表面的影响,揭示了滴滴大小,间距和温度等条件如何影响液体膜形成和反弹. 为这些复杂的流体动力学提出了预测模型.
科学领域:
- 流体动力学 流体动力学
- 多相流程 多相流程
- 表面科学是一门学科.
背景情况:
- 了解滴滴影响对于喷墨印刷和喷雾冷却等工艺至关重要.
- 双滴影响呈现出复杂的相互作用,而不是在单滴情景中看到的.
研究的目的:
- 研究对固体表面同时和连续的双滴冲击的动态.
- 分析诸如韦伯数,间距和环境条件等参数对影响结果的影响.
- 开发用于双滴冲击动态的预测模型.
主要方法:
- 使用光滑粒子水力学 (SPH) 方法进行数值模拟.
- 关键参数的系统变化,包括滴量大小,间距,韦伯数,墙壁温度和环境压力.
- 使用无维参数,如扩散因子和无维高度来描述撞击动态.
主要成果:
- 对于侧面冲击,扩散因子和中央板高度与韦伯数增加;间距显著影响薄膜合并和板形态.
- 对于连续撞击,尾随下降直径增强了扩散因子,而垂直间距影响了皇冠高度和扩散因子.
- 墙壁温度和环境压力调节扩散,顶峰高度,反弹和停留时间.
结论:
- 双滴冲击动态对初始条件和环境因素非常敏感.
- 该研究提供了关于液体膜形成,合并和反弹现象的见解.
- 建议的预测模型可以帮助优化涉及滴滴影响的应用程序.
相关概念视频
Impact
Impact occurs when two bodies collide, leading to the application of impulsive forces between them. Analyzing impact mechanics involves considering two colliding particles moving along a line known as the line of impact, which passes through their centers and is perpendicular to the contact plane.
When particles with different initial velocities collide, they induce deformation by applying equal and opposite impulses. At the point of maximum deformation, the particles move together with...
When particles with different initial velocities collide, they induce deformation by applying equal and opposite impulses. At the point of maximum deformation, the particles move together with...
Surface Tension of Fluid
Surface tension is a fundamental property of fluids, occurring at the boundary between a liquid and a gas or between two immiscible liquids. This phenomenon arises from the cohesive forces between molecules at the fluid's surface, creating an effect similar to a stretched elastic membrane. Inside each fluid, molecules are equally attracted in all directions by neighboring molecules, but surface molecules experience a net inward force, resulting in surface tension.
Surface tension varies with...
Surface tension varies with...
Hydrostatic Pressure Force on a Plane Surface
When a plane surface is submerged in a fluid, hydrostatic forces develop on the surface due to the fluid's pressure. For horizontal surfaces, the pressure exerted by the fluid is uniform because the depth remains constant. The resultant force is determined by the pressure at the given depth multiplied by the area of the surface, and it acts through the centroid of the surface. For vertical surfaces, the pressure varies with depth, increasing as the distance from the fluid's free surface...
Hydrostatic Pressure Force on a Curved Surface
Hydrostatic pressure on curved surfaces is a fundamental concept in fluid mechanics with broad applications in the civil engineering field. When fluid is in contact with a curved surface, as in a reservoir, dam, or storage tank, it exerts pressure that varies in magnitude and direction along the curved surface. To assess the total hydrostatic force exerted by the fluid on a curved structure, engineers typically isolate the fluid volume adjacent to the surface and analyze the forces acting on...
Typical Model Studies
Fluid mechanics model studies often utilize scaled-down systems to predict fluid behavior in full-scale environments, such as river flows, dam spillways, and structures interacting with open surfaces. Maintaining Froude number similarity in river models is crucial, as it replicates surface flow features like wave patterns and velocities.
Partial Differential Equations
A stone dropped into a still pond generates waves that propagate outward in circular patterns, creating a dynamic surface whose elevation depends on both position and time. At any given location, the water level oscillates as the wave passes, while at any fixed moment, the surface exhibits smooth, curved structures extending across space. This dual dependence requires a mathematical description that accounts for variation in multiple variables simultaneously.At a fixed point on the water...

