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基于挡潮闸调度的纳潮冲淤方法数值模拟研究

刘雨轩 鲁春辉 沈城吉

江苏水利Issue(4):5-10,6.
江苏水利Issue(4):5-10,6.

基于挡潮闸调度的纳潮冲淤方法数值模拟研究

Numerical simulation of silt washing by tide based on tidal gate scheduling:Taking the Guan River in the northern Jiangsu Province as an Example

刘雨轩 1鲁春辉 2沈城吉3

作者信息

  • 1. 河海大学水利水电学院,江苏南京 210098
  • 2. 河海大学水文水资源学院,江苏南京 210098
  • 3. 河海大学港口海岸与近海工程学院,江苏南京 210098
  • 折叠

摘要

Abstract

This study focuses on the Guan River in the northern Jiangsu province,where tidal gates have not yet been constructed.Two hypothetical gates are placed at different locations in the estuary.The numerical model of tidal flow in Guan River and the open sea was established by MIKE 21,and the influence of the gate construction location and the gate scheduling methods on the effectiveness of alleviating downstream sediment were investigated.The results indicate that the water level difference during the gate scheduling process,gate construction location,and sediment characteristics have a decisive impact on the dredging effect.Conducting silt washing by tide during high tide periods can achieve better results.However,there is a risk of upstream sedimentation of the gate during the process,it is necessary to combine multiple methods of desilting at the same time.

关键词

挡潮闸/纳潮冲淤/MIKE 21水动力模型/临界冲刷切应力

Key words

tidal gates/silt washing by tide/MIKE 21 hydrodynamic model/critical shear stress

分类

建筑与水利

引用本文复制引用

刘雨轩,鲁春辉,沈城吉..基于挡潮闸调度的纳潮冲淤方法数值模拟研究[J].江苏水利,2024,(4):5-10,6.

基金项目

江苏省水利科技项目(2021021) (2021021)

江苏水利

1007-7839

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