Effects of different sacrificial piles arrangements around the monopile on residual currents in an ideal rectangular bay
编号:246 访问权限:仅限参会人 更新:2024-10-11 13:33:44 浏览:183次 张贴报告

报告开始:2025年01月16日 19:20(Asia/Shanghai)

报告时间:15min

所在会场:[S17] Session 17-Advances in Coastal Hydrodynamics and Sediment Dynamics for a Sustainable Ocean [S17-P] Advances in Coastal Hydrodynamics and Sediment Dynamics for a Sustainable Ocean

暂无文件

摘要
Local scour in offshore wind farms affects the safety and stability of wind farms to a certain extent. Currently, the installation of sacrificial piles to reduce local scour is one of the main protective measures. However, the research on the influence of sacrificial piles on the circulation structure is still relatively limited. Based on the decomposition of the Lagrangian and Eulerian mean momentum equations, the effects of different arrangements of sacrificial piles on the change of circulation structure and its mechanism are investigated in an idealized rectangular bay in this study. It is found that the Lagrangian residual velocity(LRV) along the estuary shows a surface inflow and bottom outflow structure in the no-monopile case, while in the monopile and sacrificial piles cases, the inflow becomes dominated near the monopile at the bottom layer. In the monopile case, the LRV in the cross-estuary direction is dominated by offshore flow at the surface, and the bottom is dominated by onshore flow with offshore structure only downstream of the monopile. In the surface layer, the laterally aligned sacrificial piles resulted in multiple areas of high flow, whereas the triangularly aligned sacrificial piles resulted in staggered flow on the north side. It's attributed to the fact that the sacrificial piles result in flow staggering and high magnitude regions for the Lagrangian mean acceleration components and the horizontal nonlinear advection components. The Eulerian residual velocity(ERV) flows overall toward the sea in the no-monopile case. It exhibits a different structure in the monopile and sacrificial piles cases. The ERV along the estuary is dominated by outflow in front of the monopile and inflow on both sides in front of the monopile, with the opposite structure behind the monopile and in front of the monopile. Sacrificial piles induce a structural inversion of the vertical nonlinear advection components downstream of the monopile compared to the monopile case. In the cross-estuary direction, the ERV flows toward the shore on the north and south sides of the monopile, and leaving the shore upstream and downstream of the monopile. It's also found that there is a equilibrium between the vorticity change with time components and the spin of the eddy viscosity components; the horizontal advection components of relative vorticity is in equilibrium with the spin of the barotropic pressure gradient components; and the vertical advection components of relative vorticity and torsion components show the opposite structure and are of comparable magnitude.
 
关键词
Sacrificial pile,Residual current,Ideal bay
报告人
Xudong Liu
Postgraduate Shantou University

稿件作者
Fangjing Deng Shantou University
Xudong Liu Shantou University
发表评论
验证码 看不清楚,更换一张
全部评论
重要日期
  • 会议日期

    01月13日

    2025

    01月17日

    2025

  • 09月27日 2024

    初稿截稿日期

  • 01月17日 2025

    注册截止日期

主办单位
State Key Laboratory of Marine Environmental Science, Xiamen University
承办单位
State Key Laboratory of Marine Environmental Science, Xiamen University
Department of Earth Sciences, National Natural Science Foundation of China
联系方式
移动端
在手机上打开
小程序
打开微信小程序
客服
扫码或点此咨询