相关实验视频
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对冲冲击负载的实验分析
Sen Wang1, Hanwu Zheng1, Er Huang1
1State Key Lab of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, 610065, P. R. China.
PloS one
|August 7, 2023
概括
这项研究引入了一种新模型,用于计算快速洪水冲击压力,大大减少错误. 这些发现有助于设计结构,以更好地抵御山区破坏性的洪水力量.
科学领域:
- 水文学和流体力学 流体力学
- 土木工程和结构设计.
背景情况:
- 在全球范围内,山区的突发洪水造成了相当大的结构损坏.
- 洪水的破坏力主要是由冲击负载驱动的.
- 准确计算撞击压力对于结构弹性至关重要.
研究的目的:
- 为了比较和分析五种现有的模型来计算暴雨冲击压力.
- 提出一个集水力学和水静压的新型模型.
- 为了研究流体冲击和最大压力点在障碍物上的分布.
主要方法:
- 对五种已建立的冲击压计算模型进行比较分析.
- 模型性能的实验数据验证.
- 通过结合现有的水力动力学和水静压模型开发新模型.
主要成果:
- 新模型显示,经验系数的相对误差显著减少.
- 对于Froude数<2. 2的误差从16.2%减少到7.09%
- 对于弗罗德数>2.2. 的误差从10.7%减少到9.9%.
- 对流体冲击分布和对障碍物最大压力点的分析.
结论:
- 拟议的模型提高了快速洪水冲击压力计算的准确性.
- 这些发现为在山区设计抗洪结构提供了宝贵的见解.
- 改进的结构设计可以减轻因突发洪水冲击负荷造成的损害.
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