院报 ›› 2023, Vol. 40 ›› Issue (6): 29-34.DOI: 10.11988/ckyyb.20220717

• 河湖保护与治理 • 上一篇    下一篇

长江口径潮相互作用下洪枯季余水位变化

翟玮1,2, 张蔚1,3, 季小梅1, 陈婷1   

  1. 1.河海大学 江苏省海岸海洋资源开发与环境安全重点实验室,南京 210024;
    2.上海滩涂海岸工程技术研究中心,上海 200061;
    3.河海大学 疏浚技术教育部工程研究中心,南京 210024
  • 收稿日期:2022-06-21 修回日期:2022-08-03 出版日期:2023-06-01 发布日期:2023-06-21
  • 通讯作者: 张 蔚(1979-),男,江苏南京人,教授,博士,研究方向为河口海岸水流、泥沙运动及数值模拟技术。E-mail:w.zhang@hhu.edu.cn
  • 作者简介:翟 玮(1998-),男,广东深圳人,硕士研究生,主要从事河口海岸水动力学研究工作。E-mail:zhaiwei0050@163.com
  • 基金资助:
    国家自然科学基金长江水科学研究联合基金重点支持项目(U2040203);河海大学中央高校基本科研业务费专项资金(B210202026, B210205007)

Variation of Residual Water Level in Wet Season and Dry Season under River-Tide Interaction in the Yangtze River Estuary

ZHAI Wei1,2, ZHANG Wei1,3, JI Xiao-mei1, CHEN Ting1   

  1. 1. Jiangsu Key Laboratory of Coast Ocean Resources Development and Environmental Security, Hohai University, Nanjing 210024, China;
    2. Shanghai Engineering Research Center of Coastal Zones, Shanghai 200061,China;
    3. Engineering Research Center of Ministry of Education on Dredging Technology, Hohai University, Nanjing 210024, China
  • Received:2022-06-21 Revised:2022-08-03 Online:2023-06-01 Published:2023-06-21

摘要: 余水位即潮周期内的平均水位,是河口径潮动力非线性作用的典型结果。为探究径流、潮汐及其相互作用对余水位的影响,对摩阻项进行分解,通过潮平均摩阻的各分量对余水位的变化展开研究。采用二维水动力数学模型,模拟得到长江口余水位时空变化特征;利用连续小波变换方法和摩阻计算公式,分析长江口潮平均摩阻的主要来源,建立线性回归模型,通过潮平均摩阻各分量的变化解释余水位的变化。研究结果表明:长江口余水位具有明显的洪枯季变化和大小潮变化特征,洪季余水位沿程增幅更大,大潮时余水位较小潮时更高;长江口潮平均摩阻以径流作用和径潮相互作用产生的摩阻为主,因径流量巨大,前者对潮平均摩阻的贡献始终更大;潮平均摩阻控制余水位,长江口余水位的变化由径流作用控制,在下游站点径潮相互作用的影响不可忽视。

关键词: 余水位, 径潮相互作用, 潮平均摩阻, 连续小波变换, 线性回归, 长江口

Abstract: The average water level during tidal cycle, also known as the residual water level, is a typical outcome resulting from the nonlinear interaction between tides and river flow. To quantify the contributions of runoff, tides, and their interactions to the change of residual water level, the friction term is decomposed, and the components of mean tidal friction are examined to study the variations in residual water level. A two-dimensional numerical model is employed to simulate the hydrodynamic conditions and spatiotemporal characteristics of the residual water level in the Yangtze River Estuary. The continuous wavelet transform method togerther with the friction calculation formula is used to examine the primary sources of tidally averaged friction. Furthermore, a linear regression model equation is established to explain the variations in the residual water level. The results indicate that the residual water level in the Yangtze River Estuary exhibits distinct characteristics between wet and dry seasons and throughout the spring-neap cycle. Wet season experiences a more pronounced increase in the residual water level, particularly during spring tides. Tidally averaged friction is predominantly influenced by the river flow term and river-tide interaction term, with the contribution from river discharge consistently being greater due to its substantial volume. Tidally averaged friction governs the behavior of the residual water level. The variation in residual water level in the Yangtze River Estuary is primarily controlled by river flow; however, the influence of river-tide interactions cannot be ignored at downstream stations.

Key words: residual water level, river-tide interaction, tidally averaged friction, continuous wavelet transform, linear regression, Yangtze River Estuary

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