理想平面流体在水下障碍物上的流动:回顾与扩展

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L. Forbes, S. Walters, G. Hocking
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引用次数: 3

摘要

摘要自由水面流体力学中的一个经典问题是当底部有障碍物时通道内的流动。存在稳态流,根据流体速度和障碍物高度的不同,可能采用三种可能的配置之一;也许最著名的是在障碍物的上游有一股明显均匀的气流,随后是一列半无限长的引力波在下游。然而,当考虑到时间依赖行为时,发现障碍物上游的条件更为复杂,并且可能包括一列上游推进的孤子。本文给出了这些概念的关键概述,并提出了一种新的半解析谱方法用于非定常行为的数值描述。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
IDEAL PLANAR FLUID FLOW OVER A SUBMERGED OBSTACLE: REVIEW AND EXTENSION
Abstract A classical problem in free-surface hydrodynamics concerns flow in a channel, when an obstacle is placed on the bottom. Steady-state flows exist and may adopt one of three possible configurations, depending on the fluid speed and the obstacle height; perhaps the best known has an apparently uniform flow upstream of the obstacle, followed by a semiinfinite train of downstream gravity waves. When time-dependent behaviour is taken into account, it is found that conditions upstream of the obstacle are more complicated, however, and can include a train of upstream-advancing solitons. This paper gives a critical overview of these concepts, and also presents a new semianalytical spectral method for the numerical description of unsteady behaviour.
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