不同流向下吸力筒导管架基础冲刷模拟
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浙江大学

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广东省重点领域研发计划项目(2022B0101100001)广东省海洋经济发展(海洋六大产业)专项资金项目(GDNRC[2022]24)


Numerical Study on Local Scour Characteristics of Suction Bucket Jacket Foundation
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ZheJiang University

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    摘要:

    为了解吸力筒导管架基础冲刷特性,通过FLOW-3D软件建立吸力筒导管架基础冲刷数值模型,模拟了不同水深、流速、迎流角条件下的基础冲刷情况,根据仿真结果得到以下结论:(1)筒型基础尾流对后端筒型基础冲刷存在削弱作用,导致其冲刷深度减少35%~50%,当迎流角在60°时后端筒型基础冲刷深度最小;(2)整体冲刷受水深影响较小,不同水深下冲刷情况相似;(3)流速是影响冲刷深度的主要因素之一,冲刷深度随流速增加而增加,整体呈现线性关系。综合评估吸力筒导管架基础冲刷情况,为下一步冲刷防护方案的制定提供依据。

    Abstract:

    A numerical model of foundation scour was established using FLOW-3D software to understand the scouring characteristics of suction bucket jacket foundation. The model simulated the scour depth under different conditions of water depth, flow velocity, and angle of approach. Based on the simulation results, the following conclusions were drawn: (1) the wake of the front bucket has a weakening effect on the scour depth of the rear bucket, which can reduce the scour depth by 35% to 50%. When the flow angle is 60°, the scour depth of the rear bucket is minimum; (2) The overall scour is less affected by water depth, and the scour conditions are similar under different water depths; (3) The flow velocity is one of the main factors affecting the scour depth. With the increase of the flow velocity, the scour depth also increases, and the overall relationship is linear. To comprehensively evaluate the scour situation of suction bucket jacket foundation and to provide basis for further scour protection.

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  • 收稿日期:2024-01-08
  • 最后修改日期:2024-01-26
  • 录用日期:2024-01-30
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