论文标题

弹性和弹性重力波的指数渐近学在流过的障碍物上

Exponential asymptotics for elastic and elastic-gravity waves on flow past submerged obstacles

论文作者

Lustri, Christopher J.

论文摘要

线性化流经过一个被淹没的障碍物,并在两个维度和三个维度的障碍深度与障碍深度相比,弯曲长度很小的弯曲表面上进行了弹性板的研究。重力效应包括在二维几何形状中,但在三维几何形状中不存在。选择弗鲁德数,以使重力和弹性恢复力的大小相当。在这些问题中的每一个中,在渐近极限中,波呈指数小,可以使用指数渐近方法计算。在二维问题中,考虑了经过淹没步骤的流动。发现重力和弹性恢复力的相对强度产生了两种不同类别的弹性板行为。在一个参数方面,恒定振幅弹性波和重力波无限地向上和下游延伸到障碍物。在另一个参数制度中,所有波浪都脱离了障碍物。然后研究等效的非线性二维几何形状。该渐近分析预测了第三个中间状态的存在,其中波浪仅在一个方向上无限期地持续存在,具体取决于淹没的步骤是上升还是跌落。在三维几何形状中,可以预测弹性波延伸到淹没的源前方,在空间中衰减。这些弹性波的形式是计算出来的,并通过与弹性板行为的数值计算进行了比较。

Linearized flow past a submerged obstacle with an elastic sheet resting on the flow surface are studied in the limit that the bending length is small compared to the obstacle depth, in two and three dimensions. Gravitational effects are included in the two-dimensional geometry, but absent in the three-dimensional geometry; the Froude number is chosen so that gravitational and elastic restoring forces are comparable in size. In each of these problems, the waves are exponentially small in the asymptotic limit, and can be computed using exponential asymptotic methods. In the two-dimensional problem, flow past a submerged step is considered. It is found that the relative strength of the gravitational and elastic restoring forces produce two distinct classes of elastic sheet behaviour. In one parameter regime, constant-amplitude elastic waves and gravity waves extend indefinitely upstream and downstream from the obstacle. In the other parameter regime, all waves decay exponentially away from the obstacle. The equivalent nonlinear two-dimensional geometry is then studied; this asymptotic analysis predicts the existence of a third intermediate regime in which waves persist indefinitely only in one direction, depending on whether the submerged step rises or falls. In the three-dimensional geometry, it is predicted that the elastic waves extend ahead of the submerged source, decaying algebraically in space. The form of these elastic waves is computed, and validated by comparison with numerical computations of the elastic sheet behaviour.

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