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Long-term morphodynamic evolution and energy dissipation in a coastal plain, tidal embayment

机译:沿海平原潮汐带的长期形态动力学演化和​​能量耗散

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摘要

The morphodynamic system in alluvial, coastal plain estuaries is complex and characterized by various timescales and spatial scales. The current research aims to investigate the interaction between these different scales as well as the estuarine morphodynamic evolution. Use is made of a process-based, numerical model describing 2-D shallow water equations and a straightforward formulation of the sediment transport and the bed level update. This was done for an embayment with a length of 80 km on a timescale of 3200 years, with and without bank erosion effects. Special emphasis is put on analyzing the results in terms of energy dissipation. Model results show that the basins under consideration evolve toward a state of less morphodynamic activity, which is reflected by (among others) relatively stable morphologic patterns and decreasing deepening and widening of the basins. Closer analysis of the tidal wave shows standing wave behavior with resonant characteristics. Under these conditions, results suggest that the basins aim for a balance between the effect of storage and the effect of fluctuating water level on wave celerity with a negligible effect of friction. Evaluating the model results in terms of energy dissipation reflects the major processes and their timescales (pattern formation, widening, and deepening). On the longer term the basin-wide energy dissipation decreases at a decreasingly lower rate and becomes more uniformly distributed along the basin. Analysis by an entropy-based approach suggests that the forced geometry of the configurations prevents the basins from evolving toward a most probable state.
机译:冲积,沿海平原河口的地貌动力学系统很复杂,具有各种时标和空间标度。当前的研究旨在调查这些不同尺度之间的相互作用以及河口形态动力学演化。使用了基于过程的数值模型,该模型描述了二维浅水方程,并对沉积物迁移和床位更新进行了简单的表述。这样做是为了进行一个长达3200公里,时长为80 km的诱饵,有无堤岸侵蚀影响。特别强调在能耗方面分析结果。模型结果表明,所考虑的盆地向形态动力学活动较少的状态发展,这反映在(其中包括)相对稳定的形态模式中,并减少了盆地的加深和拓宽。对潮汐波的进一步分析显示出具有共振特性的驻波行为。在这些条件下,结果表明这些盆地的目标是在储水效果和水位波动对波浪速度的影响之间保持平衡,而对摩擦的影响可以忽略不计。根据能量耗散评估模型结果反映了主要过程及其时间尺度(模式形成,扩展和加深)。从长远来看,整个盆地的能量耗散以越来越低的速率降低,并沿着盆地变得更加均匀地分布。通过基于熵的方法进行的分析表明,构造的受迫几何形状阻止了盆地向最可能的状态演变。

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