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Modeling wave-mud interaction on the central chenier-plain coast, western Louisiana Shelf, USA

机译:在美国路易斯安那州西部的中部谢尼尔平原海岸建模波浪-泥浆相互作用

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The strong coupling between hydrodynamics and seafloors on shallow muddy shelves, and resulting bed reworking, have been extensively documented. On these shelves, spectral wave transformation is driven by a complex combination of forcing mechanisms that include nonlinear wave interactions and wave energy dissipation induced by fluid-mud at a range of frequencies. Wave-mud interaction is investigated herein by using a previously validated nonlinear spectral wave model and observations of waves and near-bed conditions on a mildly-sloping seafloor off the muddy central chenier-plain coast, western Louisiana Shelf, United States. Measurements were made along a cross-shelf transect spanning 1km between 4 and 3m water depths. The high-resolution observations of waves and near-bed conditions suggest presence of a fluid mud layer with thickness sometimes exceeding 10cm under strong long wave action (1 meter wave height with 7 s peak period at 4 meter depth). Spectral wave transformation is modeled using the stochastic formulation of the nonlinear Mild Slope Equation, modified to account for wave-breaking and mud-induced dissipation. The model is used in an inverse manner in order to estimate the viscosity of the fluid mud layer, which is a key parameter controlling mud-induced wave dissipation but complicated to measure in the field during major wave events. Estimated kinematic viscosities vary between 10~(-4)-10~(-3) m~2/s. Combining these results of the wave model simulations with in-depth analysis of near-bed conditions and boundary layer modeling allows for a detailed investigation of the interaction of nonlinear wave propagation and mud characteristics. The results indicate that mud-induced dissipation is most efficient when the wave-induced resuspensions of concentrations >10g/L settle due to relatively small bottom stresses to form a fluid mud layer that is not as thin and viscous as a consolidated seafloor in absence of wave action but also not as thick and soft as a near-bed high concentration layer that forms during strong wave action.
机译:浅层泥泞的架子上的水动力与海底之间的强耦合以及由此引起的床层重整已被大量记录。在这些架子上,频谱波变换由强迫机制的复杂组合驱动,这些机制包括非线性波相互作用和流体-泥浆在一定频率范围内引起的波能量耗散。本文通过使用先前验证的非线性频谱波模型以及在美国西部路易斯安那架子上泥泞的中部尼尔-平原海岸附近的缓坡海底上观察到的波浪和近床情况,研究了波泥相互作用。沿着横跨水深4至3m的1 km的跨架样带进行测量。对波浪和近地层条件的高分辨率观测表明,在强的长波作用下(1米的波高,在4米深度处有7 s的峰值周期),存在着有时超过10厘米厚度的流体泥浆层。使用非线性轻度坡度方程的随机公式对谱波变换进行建模,并对其进行了修正,以解决波浪破碎和泥浆引起的耗散问题。该模型以相反的方式使用,以估算流体泥浆层的粘度,这是控制泥浆诱发波消散的关键参数,但在主要波浪事件中在现场进行测量很复杂。运动粘度估计值在10〜(-4)-10〜(-3)m〜2 / s之间变化。将波浪模型模拟的这些结果与对近层条件和边界层建模的深入分析相结合,可以详细研究非线性波浪传播与泥浆特性的相互作用。结果表明,当浓度大于10g / L的波浪引起的悬浮液沉降时,由于相对较小的底部应力而形成的流体泥浆层不如固结海底薄而粘稠,因此泥浆引起的消散最有效。波浪作用,但不如强波浪作用时形成的近床高浓度层厚和柔软。

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