冰盖粗度对桥梁码头周围的当地扫地的影响
Shihao Dong1, Zhenhua Zhang1, Jun Wang2
1School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, 230009, China.
Scientific reports
|January 14, 2026
概括
河流中的冰盖显著增加了桥梁码头周围的扫地. 这项研究开发了一种新公式,用于在各种冰粗条件下准确估计扫地深度,以帮助在寒冷地区的基础设计.
科学领域:
- 河流工程是河流工程.
- 液压系统 液压系统 液压系统
- 环境科学环境科学
背景情况:
- 寒冷地区河流的冰盖改变了水力条件.
- 这种修改导致在河流基础设施 (如桥梁) 周围增加了当地的清理.
研究的目的:
- 分析桥梁支柱周围的流量特征和最大局部扫地深度.
- 为了研究不同粗度的开放通道和覆盖冰流的条件.
- 开发一个预测公式,用于冰盖下的扫地深度.
主要方法:
- 使用了实验方法和数值模拟.
- 开发了一个数字模型,集成RNG k-ε流模型和Meyer-Peter沉积物运输方程.
- 为了估计最大的局部扫地深度,一个新的公式得到了推导.
主要成果:
- 粗的冰盖加剧了床剪压力和动动能,增加了扫地深度.
- 增加冰盖粗度 (比率为1.9) 减少了由于能量消散的增强而导致的扫地深度.
- 开发的数值模型准确地模拟了不同流量条件下的扫除.
结论:
- 开发了一种用于估计在各种冰盖粗性条件下桥梁码头扫地深度的新公式.
- 与现有方法相比,拟议的公式显示了更高的准确性.
- 这项研究为在受冰雪影响的地区设计桥梁基础提供了宝贵的参考.
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