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Experimental Measurements and Numerical Prediction of the Effect of Waves on Mooring Line Forces for a Container Ship Moored to Pile Supported and Solid Wall Docks

机译:波浪对停泊在桩支撑和实壁码头的集装箱船系泊力的影响的实验测量和数值预测

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摘要

The conditions of a moored container ship are examined by a physical model in a wave basin and by a numerical simulation. Each condition, wave period, significant wave height and wave direction, was isolated and tested for a 50:1 scale model of a 710 ft ship and model dock. The dock construction, solid sheet wall or pile supported, was varied to add another aspect of a moored vessel. Mooring lines were modeled using 14 springs in typical mooring line arrangement to simulate the elastic properties. Loads experienced on mooring lines and fenders during different wave conditions were recorded using in line force transducers.Each wave property increased the loads on the mooring lines and fenders as it intensified, except in few conditions. The loads throughout the ship also decreased for the tests run with a pile constructed dock. The bow line received the greatest load and the greatest range of loads of all the lines. The greatest average load was 175 kips experienced by the bow line during a 20 second period, 6 feet wave coming perpendicular to the ship. The results of the solid wall dock setup were compared to the results from the numerical simulation data, aNySIM. Numerical results showed similar trends as the experimental but at a lower magnitude, with a maximum percent difference of 36%.
机译:通过波浪盆地中的物理模型和数值模拟来检查停泊的集装箱船的状况。隔离了每种条件,波浪周期,重要的波浪高度和波浪方向,并针对710英尺船和模型坞的50:1比例模型进行了测试。改变了码头结构,用实心板墙或桩支撑,以增加系泊船的另一个方面。使用典型系泊缆布置中的14个弹簧对系泊缆进行建模,以模拟弹性特性。使用线内力传感器记录了在不同波浪条件下系泊缆线和护舷上承受的载荷。除少数情况外,每个波浪特性都随着强度的增加而增加了系泊缆绳和护舷上的载荷。对于使用桩式码头进行的测试,整个船的负载也有所减少。弓形线承受所有线的最大载荷和最大载荷范围。最大的平均载荷是在20秒钟的时间内船首线承受的175 kips,垂直于船的是6英尺的波浪。将实心墙基座设置的结果与数值模拟数据aNySIM的结果进行比较。数值结果显示了与实验相似的趋势,但幅度较小,最大百分比差异为36%。

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    Luai Andres B;

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  • 年度 2013
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  • 原文格式 PDF
  • 正文语种 en
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