院报 ›› 2023, Vol. 40 ›› Issue (3): 18-24.DOI: 10.11988/ckyyb.20211296

• 河湖保护与治理 • 上一篇    下一篇

流量调节对长江口潮流不对称的影响

王安琪1,2, 张蔚1,3, 诸裕良1, 陈婷1, 季小梅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 210098;
    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 210098
  • 收稿日期:2021-12-02 修回日期:2022-02-28 出版日期:2023-03-01 发布日期:2023-03-28
  • 通讯作者: 诸裕良(1965-),男,江苏无锡人,教授,博士,主要从事水动力研究。E-mail:zhuyl@hhu.edu.cn
  • 作者简介:王安琪(1996-),男,上海人,硕士研究生,研究方向为河口海岸水动力。E-mail:waq671326182@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项目(B210202026,B200204036,B210205007)

Influence of Discharge Regulation on Tidal Current Asymmetry in the Changjiang River Estuary

WANG An-qi1,2, ZHANG Wei1,3, ZHU Yu-liang1, CHEN Ting1, JI Xiao-mei1   

  1. 1. Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security, Hohai University,Nanjing 210098, China;
    2. Shanghai Engineering Research Center of Coastal Zones, Shanghai 200061, China;
    3. Engineering Research Center of the Ministry of Education on Dredging Technology, Hohai University,Nanjing 210098, China
  • Received:2021-12-02 Revised:2022-02-28 Online:2023-03-01 Published:2023-03-28

摘要: 长江上游人类工程的建设使得长江口来水来沙条件发生变化,改变了河口地区洪枯季径流量,并进一步影响潮流不对称特性。而潮流不对称对河口近岸的泥沙输运及地貌演变有着重要的影响。利用二维水动力数学模型对长江口感潮河段进行水动力模拟,研究洪枯季流量调节对潮流不对称的影响。采用非稳态调和方法(NS_TIDE)并结合偏度指标分析长江口涨落潮流速不对称和涨落憩历时不对称的变化趋势。研究结果表明:潮波在河口的上溯过程中,潮流不对称呈现先增大后减小的趋势。河口枯季径流的提高在加强中下游区域落潮流占优的趋势同时也延长河口大部分区域落憩的历时。主汛期洪峰的削弱加快了中上游区域的落潮流速,缩短了上游区域落憩历时,而潮流流速和涨落憩历时不对称在下游区域则表现出相反的趋势。

关键词: 流量调节, 潮流偏度, 潮流不对称, 径流, 长江口

Abstract: The construction of engineering projects in the upper reaches of the Changjiang River has changed the flow and sediment conditions of the Changjiang River Estuary and the river discharges in flood and dry seasons, which further affects the tidal current asymmetry. Such asymmetry exerts evident impact on offshore sediment transport and geomorphic evolution in the estuary. The influence of discharge regulation on tidal current asymmetry in flood and dry seasons was studied by applying a two-dimensional hydrodynamic numerical model of the Changjiang River Estuary. The nonstationary harmonic method (NS_TIDE) and tidal skewness method were applied to analyze the variation trend of flow velocity asymmetry (FVA) and flow duration asymmetry(FDA). Results manifest that tidal current asymmetry intensifies prior to a slight decrease as tidal propagates landward. The increase of discharge in dry season at the estuary not only strengthens the ebb tide dominance in the middle and lower reaches of the estuary, but also prolongs the duration of low-water slack in most areas of the estuary. In major flood period, the weakening of flood peak enhances the ebb current velocity in the middle and upper reaches and shortens the duration of low-water slack in the upstream region, while the asymmetry of tidal flow velocity and flow duration shows an opposite trend in the downstream region.

Key words: discharge regulation, tidal skewness, tidal current asymmetry, river discharge, Changjiang River Estuary

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