基于物理模型实验和数值模拟的排水网络中复合洪水的杰克特征
Yunchao Zhuang1, Kui Xu1, Lingling Bin2
1State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University, Tianjin 300350, PR China; School of Civil Engineering, Tianjin University, Tianjin 300350, PR China.
Water research
|May 21, 2025
概括
澄清了复合洪水对沿海排水网络的影响. 高潮和河流水位相互作用,影响排水能力,随着降雨强度的增加,影响会减小.
科学领域:
- 沿海工程的工程.
- 水文学的水文学
- 城市水资源管理
背景情况:
- 沿海排水网络面临由于复合洪水而减少的容量.
- 潮和河流水位的"劫持效应"是关键因素,但其机制尚未完全理解.
研究的目的:
- 分析高潮和河流水位对排水网络的冲压效应.
- 了解复合洪水期间潮,河流和排水系统之间的相互作用和反.
主要方法:
- 基于动力学,动态和几何相似性的物理模型构造.
- 使用PCSWMM模型进行数值模拟.
- 结合物理-数值建模与水跟踪仪方法.
主要成果:
- 模型显示了高仿真准确度.
- 随着降雨强度的增加,效应的强度和范围会减少.
- 管道影响百分比为52.6% (50年降雨) 和60.9% (20年降雨).
- 潮和河流水位的影响相反地相互作用,潮的影响在出水处最强.
结论:
- 该研究量化了潮和河流水位对排水网络的上升效应.
- 提供了关于复合洪水发生机制的见解.
- 提供了沿海排水系统设计和管理的理论基础.
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