对大型输水管道水位波动的优化措施的研究
Jian Chen1, Yangyang Tian1, Huijie Zhang1
1Water Conservancy College, North china University of Water Resources and Electric Power, Zhengzhou, China.
PloS one
|April 1, 2025
概括
使用流体动力学模型优化水道尾部码头设计,可以减少由卡尔曼街引起的水面波动. 形柱子比平台形状更有效,较短的柱子提供更好的性能和更低的头损失.
科学领域:
- 流体动力学 流体动力学
- 液压工程 液压工程 液压工程
- 水道设计设计 水道设计
背景情况:
- 卡尔曼流街道现象导致水道中的水面大幅波动.
- 这些波动会影响水道的结构稳定性和供水效率.
研究的目的:
- 为了优化水道过渡部分和尾部码头结构.
- 为了减少水位波动和提高液压稳定性.
主要方法:
- 开发了一个三维流体动力学模型.
- 专注于改善对称性和优化尾部码头结构.
- 分析了波衰减效应和头部损失.
主要成果:
- 形尾柱在减少水面波动方面优于平台形柱.
- 形桥梁显著减少了流能量消散,并保持了稳定的弗劳德数.
- 较短的形尾柱 (15米) 的头损失低于较长的尾柱 (35米).
结论:
- 尾部码头结构对于减轻水管中的卡尔曼街道效应至关重要.
- 优化的尾端码头设计提高了结构稳定性和供水效率.
- 较短,紧的形尾柱是水道设计的建议.
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