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Numerical study of hydrodynamic interaction on a vessel in restricted waterways

机译:受限水道中船舶动力相互作用的数值研究

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ABSTRACT The hydrodynamic interaction between ship and bank can't be neglected when a vessel is app- roached toward the tip of a wedge-shaped bank in restricted waterways, such as in a harbor, near some fixed obstacles, or in a narrow channel. In this paper, the characteristic features of the hydrodynamic interaction acting on a slowly moving vessel in the proximity of a wedge-shaped bank are described and illustrated, and the effects of water depth and the spacing between ship and wedge-shaped bank are summarized and discussed based on the slender body theory. From the theoretical results, it indicated that the hydrodynamic interactions decrease as wedge-shaped bank of angle β increases. For water depth to draft ratio less than about 2.0, the hydrodynamic interactions between ship and bank increase sharply as h/d decreases, regardless of the wedge-shaped bank of angle β. Also, for lateral separation more than about 0.2L between ship and wedge-shaped bank, it can be concluded that the bank effects decrease largely as the separation increases.
机译:摘要当在狭窄的航道中,例如在港口,一些固定障碍物附近或在狭窄的航道中,将船驶向楔形堤岸的末端时,不能忽略船与堤岸之间的水动力相互作用。本文描述并举例说明了作用在楔形堤岸附近缓慢运动的船舶上的水动力相互作用的特征,总结了水深和船与楔形堤岸之间的间距的影响,基于细长的身体理论进行了讨论。从理论结果可以看出,随着角β的楔形倾斜增加,水动力相互作用减小。对于小于约2.0的水深比,无论h / d减小,船与堤岸之间的水动力相互作用都会急剧增加,而与角β的楔形堤岸无关。同样,对于船与楔形堤岸之间的横向分离大于约0.2L,可以得出结论,随着间距的增加,堤岸效应大大降低。

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