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Sediment resuspension and nepheloid layers induced by long internal solitary waves shoaling orthogonally on uniform slopes

机译:长内孤立波在均匀斜坡上正交演化引起的沉积物再悬浮和nepheloid层

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摘要

abstractTwo-dimensional, nonlinear and nonhydrostatic field-scale numerical simulations are used to examine the resuspension, dispersal and transport of mud-like sediment caused by the shoaling and breaking of long internal solitary waves on uniform slopes. The patterns of erosion and transport are both examined, in a series of test cases with varying conditions. Shoreward sediment movement is mainly within boluses, while seaward movement is within intermediate nepheloid layers. Several relationships between properties of the suspended sediment and control parameters are determined such as the horizontal extent of the nehpeloid layers, the total mass of resuspended sediment and the point of maximum bed erosion. The numerical results provide a plausible explanation for acoustic backscatter patterns observed during and after the shoaling of internal solitary wave trains in a natural coastal environment. The results may be useful in the interpretation of some sedimentary structures, and suggest an effective mechanism for offshore dispersal of muddy sediments.
机译:摘要利用二维,非线性和非静水场规模的数值模拟研究了均匀斜坡上长的内孤立波的散布和破裂引起的泥状沉积物的重悬,扩散和运移。在一系列条件不同的测试案例中,都检查了侵蚀和运输的模式。上岸的泥沙运动主要在大块内,而下海的泥沙运动则在中间的胶质层内。确定了悬浮沉积物的性质与控制参数之间的几种关系,例如整倍体层的水平范围,重悬沉积物的总质量和最大河床侵蚀点。数值结果为在自然沿海环境中内部孤立波列的潜入期间和之后观察到的声学反向散射模式提供了合理的解释。研究结果可能有助于解释某些沉积物结构,并为泥泞沉积物的海上扩散提供了一种有效的机制。

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