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Effect of a secondary channel on the non-linear tidal dynamics in a semi-enclosed channel: a simple model

机译:次封闭通道对半封闭通道中非线性潮汐动力学的影响:简单模型

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Non-linear tidal dynamics are investigated in a network that consists of a semi-enclosed main channel and a secondary channel at an arbitrary position. The water motion, governed by the one-dimensional shallow water equations, is forced by an incoming tidal wave. Solutions are obtained with the method of characteristics. The overall aim is to quantify and understand the spatial structure of different tidal harmonics (the principal tide and its nonlinear overtides) and of tidal asymmetry for both the vertical and the horizontal tide in the main channel for different locations of the secondary channel. This is of practical interest in the context of possible construction of secondary channels to reduce tidal range in estuaries. Moreover, tidal asymmetry is an important factor in driving net sediment transport. Analysis of the different tidal harmonics shows that their characteristics are similar to those obtained with an earlier linear model. In particular, amplitudes of the harmonics are reduced landward of the secondary channel if the latter is positioned less than a quarter wavelength of the respective tidal wave away from the landward boundary. Thus, the distortions of the tide due to the presence of the secondary channel are generated locally and afterwards propagate through the network. Tidal asymmetry is quantified by examining tidal range, flood-to-ebb ratio and the duration of the falling tide and the duration between maximum flood and maximum ebb. A spatial non-uniform reduction in tidal range is observed that shows very localised increase and decrease depending on the position of the secondary channel. The changes in the velocity characteristics induce changes in net sediment transport. It turns out that the direction of the peak current, derived from the flood-to-ebb ratio, is not sensitive to the position of the secondary channel, whereas the duration between flood and ebb can change from more to less than half the tidal cycle. However, the changes in the velocity asymmetries are confined to a small region.
机译:在一个由半封闭主通道和任意位置的辅助通道组成的网络中研究了非线性潮汐动力学。由一维浅水方程式控制的水运动是由传入的潮汐推动的。用特征方法获得解。总体目标是量化和了解次通道不同位置的主通道中垂直和水平潮汐的不同潮汐谐波(主潮及其非线性潮汐)和潮汐不对称的空间结构。在可能构造次级通道以减小河口潮汐范围的背景下,这具有实际意义。此外,潮汐不对称是驱动净泥沙输送的重要因素。对不同潮汐谐波的分析表明,它们的特征与早期线性模型获得的特征相似。特别地,如果次级通道被定位成比相应的海浪的四分之一波长远离陆面边界,则谐波的幅度被减小。因此,由于次要信道的存在而引起的潮汐变形在本地产生,然后通过网络传播。潮汐不对称性通过检查潮差,潮汐比和落潮持续时间以及最大潮汐和最大潮汐之间的持续时间来量化。观察到潮汐范围的空间不均匀减小,这取决于次要通道的位置而显示出非常局部的增大和减小。速度特征的变化引起净沉积物传输的变化。事实证明,由洪流与潮落之比得出的峰值电流方向对次级通道的位置不敏感,而洪流和退潮之间的持续时间可以从大于或小于潮汐周期的一半变化。但是,速度不对称的变化被限制在一个很小的区域。

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