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钦州湾波流耦合作用泥沙输运特性研究

朱峰 陈良志 覃杰

港口航道与近海工程2024,Vol.61Issue(1):8-12,19,6.
港口航道与近海工程2024,Vol.61Issue(1):8-12,19,6.DOI:10.16403/j.cnki.ggjs20240102

钦州湾波流耦合作用泥沙输运特性研究

Study on Sediment Transport Characteristics under Wave-Current Coupling in Qinzhou Bay

朱峰 1陈良志 1覃杰1

作者信息

  • 1. 中交第四航务工程勘察设计院有限公司,广东广州 510230
  • 折叠

摘要

Abstract

In order to quantitatively evaluate the impact on local hydrodynamic environment and sediment transport characteristics by sea area dredging works east to Sandun Highway in Qinzhou Bay,the sediment transport characteristics under wave-current coupling was studied by using 2D plane mathematical model.On the premise of reliable calculation results,a research was carried out for the impact of dredging engineering sea area on the distribution of flow characteristics,the change of tidal accommodating capacity and annual siltation volume after the construction had been completed.The analysis results show that the dredging works will lead to the average decrease in sea current velocity in the engineering sea area by 4~8 cm/s,and the decrease in local flow velocity by 30 cm/s,but only a little increase in tidal accommodating capacity in the region by 0.065%.The decrease of flow velocity resulting from dredging may produce siltation in most of engineering sea area,with the average silting intensity of 2~4 cm/a,and inshore silting intensity of 8~10 cm/a.In addition,an increased flow velocity in local sea area may lead to the intensity of scouring at 1~2 cm/a.

关键词

钦州湾/波流耦合/纳潮量/回淤

Key words

Qinzhou Bay/wave-current coupling/tidal accommodating capacity/siltation

分类

水利科学

引用本文复制引用

朱峰,陈良志,覃杰..钦州湾波流耦合作用泥沙输运特性研究[J].港口航道与近海工程,2024,61(1):8-12,19,6.

港口航道与近海工程

1004-9592

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