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首页> 外文期刊>Journal of Fluid Mechanics >Generation and nonlinear evolution of shore-oblique/transverse sand bars
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Generation and nonlinear evolution of shore-oblique/transverse sand bars

机译:岸斜/横沙坝的产生与非线性演化

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The coupling between topography, waves and currents in the surf zone may self-organize to produce the formation of shore-transverse or shore-oblique sand bars on an otherwise alongshore uniform beach. In the absence of shore-parallel bars, this has been shown by previous studies of linear stability analysis, but is now extended to the finite-amplitude regime. To this end, a nonlinear model coupling wave transformation and breaking, a shallow-water equations solver, sediment transport and bed updating is developed. The sediment flux consists of a stirring factor multiplied by the depth-averaged current plus a downslope correction. It is found that the cross-shore profile of the ratio of stirring factor to water depth together with the wave incidence angle primarily determine the shape and the type of bars, either transverse or oblique to the shore. In the latter case, they can open an acute angle against the current (up-current oriented) or with the current (down-current oriented). At the initial stages of development, both the intensity of the instability which is responsible for the formation of the bars and the damping due to downslope transport grow at a similar rate with bar amplitude, the former being somewhat stronger. As bars keep on growing, their finite-amplitude shape either enhances downslope transport or weakens the instability mechanism so that an equilibrium between both opposing tendencies occurs, leading to a final saturated amplitude. The overall shape of the saturated bars in plan view is similar to that of the small-amplitude ones. However, the final spacings may be up to a factor of 2 larger and final celerities can also be about a factor of 2 smaller or larger. In the case of alongshore migrating bars, the asymmetry of the longshore sections, the lee being steeper than the stoss, is well reproduced. Complex dynamics with merging and splitting of individual bars sometimes occur. Finally, in the case of shore-normal incidence the rip currents in the troughs between the bars are jet-like while the onshore return flow is wider and weaker as is observed in nature.
机译:冲浪区中的地形,波浪和水流之间的耦合可能会自我组织,以在其他沿海岸均匀的海滩上形成海岸横向或海岸倾斜的沙洲。在没有岸边平行杠的情况下,线性稳定性分析的先前研究已证明了这一点,但现在已扩展到有限幅值范围。为此,建立了耦合波转换和破裂,浅水方程求解器,泥沙输送和床更新的非线性模型。沉积物通量由搅拌因子乘以深度平均电流加上下坡校正组成。发现搅拌系数与水深之比的跨岸剖面以及波浪入射角主要决定了横过或倾斜于岸的条的形状和类型。在后一种情况下,它们可以相对于电流(向上的电流)或与电流(向下的电流)成锐角。在开发的初始阶段,负责钢筋形成的不稳定性强度和由于下坡运输引起的阻尼都以与钢筋振幅相似的速率增长,前者强度更大。随着钢筋的不断增长,它们的有限振幅形状要么增强了下坡传输能力,要么减弱了不稳定性机制,从而使两种相反趋势之间出现了平衡,从而导致了最终的饱和振幅。平面图中饱和条的整体形状类似于小幅度条的整体形状。但是,最终间距可能高达2倍,而最终速度也可能约为2倍或更大。对于沿岸迁移的条,很好地再现了沿岸段的不对称性(背风比凸角更陡)。有时会出现合并和拆分单个条的复杂动力学。最后,在沿岸法向入射的情况下,在杆之间的波谷中的裂隙电流呈喷射状,而如自然界所观察到的那样,陆上回流变宽而变弱。

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