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甬舟水道潮不对称性与水沙输移特征

童朝锋 陈慎 谢滢芳 孟艳秋

水道港口2024,Vol.45Issue(6):839-850,12.
水道港口2024,Vol.45Issue(6):839-850,12.

甬舟水道潮不对称性与水沙输移特征

Tidal asymmetry and characteristics of water and sediment transport in Yong-Zhou waterway

童朝锋 1陈慎 1谢滢芳 1孟艳秋1

作者信息

  • 1. 河海大学港口海岸与近海工程学院,南京 210098
  • 折叠

摘要

Abstract

Based on the measured hydrologic and sediment data in the Zhoushan sea area and the simulation results of tidal current and sediment mathematical model,the characteristics of tidal dynamics and water-sediment transport in multi-channel waterway between Ningbo and Zhoushan were analyzed.The analysis of the dynamic causes of the tidal asymmetry shows that the shallow water component which caused by the bottom friction and island blocking,combined with astronomical component is the power supply leading to the tide asymmetry.The Euler residual current plays a major role in the tidal current asymmetry.The asymmetry of tidal discharge determines the migration of tidal residual current and net tidal volume.In deep troughs,the asymmetry of tidal current dominated by Euler residual current mainly controls the asymmetry of tidal discharge,whereas Euler residual current and Stokes residual current jointly determine the asymmetry of tidal discharge in the shoal.The sediment concentration in Zhoushan Bay,which is controlled by the sediment concentration in the source area and affected by tidal current,shows weak fluctuation,on account of which the suspended sediment transport is controlled by the tidal asymmetry.In deep troughs,the suspended sediment transport is dominated by the Euler residual current,but in the shoal is determined by the Euler residual current and Stokes residual current.The tidal pumping effect has a non-decisive impact on the net sediment transport.

关键词

潮汐水道/潮汐不对称性/潮流不对称性/净潮量/泥沙净通量

Key words

tidal waterway/tidal asymmetry/tidal current asymmetry/net tidal volume/net sediment flux

分类

交通工程

引用本文复制引用

童朝锋,陈慎,谢滢芳,孟艳秋..甬舟水道潮不对称性与水沙输移特征[J].水道港口,2024,45(6):839-850,12.

基金项目

国家自然科学基金重点项目(51339005) (51339005)

水道港口

OACSTPCD

1005-8443

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