理论和数值分析对使用流速信号在堤防漏洞内的阻塞堆上的冲击力
Xing-Huai Huang1, Yu Fang1, Sheng-Yu Chang1
1China-Pakistan Belt and Road Joint Laboratory on Smart Disaster Prevention of Major Infrastructures, Southeast University, Nanjing 211189, China.
Sensors (Basel, Switzerland)
|September 19, 2025
概括
研究人员开发了一种理论方法,利用水力学和莫里森方程计算水流对堤防破裂堆的冲击力. 这种方法有助于应急插电决策,以防止灾害.
科学领域:
- 土木工程 土木工程是指土木工程.
- 液压工程 液压工程 液压工程
- 灾害管理 灾害管理
背景情况:
- 在自然灾害期间对应急结构的冲击力进行准确的评估对于有效应对至关重要.
- 结构健康监测 (SHM) 和智能防灾依赖于了解堤防破裂堆等结构上的力量.
- 现有的方法可能无法完全捕捉液压和结构反应的复杂相互作用.
研究的目的:
- 建立一个理论方法来计算水流对堤防突破堆的冲击力.
- 用数值模拟和比较分析验证拟议的理论方法.
- 提供数据驱动的紧急堵塞决策在堤防漏洞场景中的参考.
主要方法:
- 结合破裂液压的数值模型与莫里森方程,开发了一个理论计算方法.
- 开发了一个3D有限元模型来模拟水流和堆相互作用.
- 分析了诸如流速和水深等因素对冲击力的影响.
主要成果:
- 莫里森方程方法,具有特定系数 (CD=1.0,CM=2.0),可以在可接受的误差范围内估计结构冲击力.
- 3D有限元模型提供了对水流和堆排列的结合效应的见解.
- 确定了影响堵塞结构力量的关键参数.
结论:
- 拟议的理论方法提供了一种可靠的方法,用于估计水流对堤防突破堆的影响力.
- 这些发现支持数据驱动的紧急插电策略,增强智能防灾.
- 这项研究提供了必要的理论参考,以及时有效地应对堤防漏洞.
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