涌浪作用下趸船码头与系泊船只运动响应特征数值模拟研究*
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重庆市水利科技项目(CQSLL-2024021)


Numerical simulation study on motion response characteristics of barge docks and moored vessels under surging waves action
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    摘要:

    涌浪的发生对相应水域内的船只和码头的安全稳定有直接影响。在顺直的数字河道中,建立码头与船舶的三维数值模型,模拟滑坡涌浪作用下浮码头以及系泊船舶的运动响应过程,分析码头分别布置于同岸侧和对岸侧时的船舶运动特征与各缆绳的受力特征,总结船舶与趸船码头在涌浪作用下的动态响应规律和系泊安全情况。研究表明:遭遇0.5 m高涌浪时,两种岸别布置情形下,江轮均发生船体失稳,带动趸船码头失稳并发生系缆破断,船舶表现出的稳定特征与自由行驶状态时完全不同。相较于同岸布置,对岸布置情形下,江轮-趸船停泊系统迎浪角和岸壁反射强度更显著,进而使得各运动参数和系缆力极值也更大。

    Abstract:

    The occurrence of surging waves has a direct impact on the safety and stability of ships and docks in the corresponding waters.This article establishes a three-dimensional numerical model of docks and ships in a straight digital river channel, simulates the motion response process of floating docks and moored ships under the action of landslide surges, analyzes the ship motion characteristics and the force characteristics of each cable when the docks are arranged on the same and opposite sides, and summarizes the dynamic response laws and mooring safety of ships and pontoon docks under the action of surges.The research shows that when encountering waves with a height of 0.5 m, both types of shore arrangements can cause instability in the hull of the river vessel, leading to instability of the barge dock and cable breakage.The stability characteristics exhibited by the vessel are completely different from those in a free sailing state.Compared with the same shore arrangement, the opposite shore arrangement results in a more significant wave angle and shore wall reflection intensity for the river vessel barge berthing system, leading to larger extreme values for various motion parameters and mooring forces.

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郑旦妮,钱丽云,胡 杰,等.涌浪作用下趸船码头与系泊船只运动响应特征数值模拟研究*[J].水运工程,2025(10):35-41.

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  • 在线发布日期: 2025-10-20
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