横浪作用下拖轮动态系泊及撞击力研究
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Dynamic mooring and impact force of tugboats under beam seas
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    摘要:

    目前,横浪作用下船舶动态系泊分析及撞击力的研究全部集中于大型码头,但对于拖轮目前尚无相关研究。结合东南亚某集装箱码头附属拖轮码头工程,进行拖轮在横浪作用下拖轮系泊稳定分析及撞击力研究。采用动态系泊分析软件aNyMOOR TERMSIM计算横浪作用下动态系泊稳定性,得到正常使用和极端工况下船舶撞击力、系缆力及船舶运动量,将撞击能量与中国《港口工程荷载规范》的计算结果进行对比,并对比分析国内外规范对小型船舶系泊条件及船舶运动量的规定,结合本工程给出适用于拖轮的波浪及运动量推荐标准。结果表明,对于拖轮这种小型船舶,在横浪作用下,采用动态系泊分析软件计算船舶撞击能量大于规范计算结果,约为其2.3倍;在极端情况下,传统DA形及V形护舷可能已无法满足码头结构需求,须采用鼓形或锥形护舷才能满足经济合理的码头结构;另外推荐拖轮正常运营、极端工况允许运动量控制标准分别为纵移不大于1.5 m和横移不大于1.0 m、纵移不大于2.0 m和横移不大于1.5 m,推荐横浪波高控制标准为正常系泊不大于0.4 m、极端系泊不大于1.4 m。

    Abstract:

    At present,the studies on dynamic mooring analysis and impact force of vessels under beam seas all focus on large-scale wharves,and no study pays attention to tugboats. Therefore,on the basis of an auxiliary tugboat berth project of a container terminal in Southeast Asia,the analysis of dynamic mooring stability and impact force of tugboats under beam seas are studied in this paper. The dynamic mooring analysis software aNyMOOR TERMSIM is adopted to calculate the dynamic mooring stability under beam seas,and the impact force,mooring force,and vessel motion are obtained from the calculation under normal use and extreme conditions. The result of the impact energy is compared with that from the Load Code for Harbor Engineering of China,and the regulations on the mooring conditions and motion of small vessels from different design codes at home and abroad are compared and analyzed. As a result,the recommended standards for waves and motion of tugboats are given in combination with this project. The results reveal that for small vessels like tugboats,the impact energy calculated by dynamic mooring analysis software is about 2.3 times greater than that from the Chinese design code. Under extreme conditions,the traditional DA fender or V-shaped fender could not meet the demand of wharf structure;instead,drum-shaped or conical fenders are more suitable for economic and rational wharf structure. Moreover,it is recommended that regarding the surge and sway amplitude,the motion of tugboats should be less than 1.5 m and 1.0 m under normal operation conditions and less than 2.0 m and 1.5 m under extreme conditions,respectively. The recommended limit of the beam sea height is less than 0.4 m under normal operation conditions and less than 1.4 m under extreme conditions.

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路卫卫,李树均,余神光,等.横浪作用下拖轮动态系泊及撞击力研究[J].水运工程,2022(7):81-86.

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  • 在线发布日期: 2022-07-04
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