首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >Alternate bars in a sandy gravel bed river: generation, migration and interactions with superimposed dunes
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Alternate bars in a sandy gravel bed river: generation, migration and interactions with superimposed dunes

机译:沙砾河床中的备用条形:叠加沙丘的产生,迁移和相互作用

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摘要

A field study was carried out to investigate the development of alternate bars in a secondary channel of the Loire River (France) as a function of discharge variations. We combined frequent bathymetric surveys, scour chains and stratigraphical analysis of deposits with measurements and modelling of flow dynamics. The channel exhibited migrating bars, non-migrating bars and superimposed dunes. Possible mechanisms of bar initiation were found to be chutes associated with changes of bank direction and instability resulting from interactions between existing bars during the fall in water level after floods. We propose that the reworking of bar sediments during low flows (high width-to-depth ratio ), reinforced by high values of the Shields mobility parameter, can explain the formation or re-generation of new alternate migrating bars during a subsequent flood. The migration pattern of the bars was found to be cyclic and to depend mainly on (i) channel layout and (ii) the dynamics of superimposed dunes with heights and lengths depending on location and discharge value. For instance, the hysteresis affecting the steepness of dunes influences the flow resistance of the dunes as well as the celerity of migrating bars during flood events. We compare the findings from the field with results from theoretical studies on alternate bars. This gives insight in the phenomena occurring in the complex setting of real rivers, but it also sheds light on the extent to which bar theories based on idealized cases can predict those phenomena. Copyright (c) 2014 John Wiley & Sons, Ltd.
机译:进行了一项现场研究,以调查卢瓦尔河(法国)次要通道中替代坝的发展与排放变化的关系。我们将频繁的测深调查,冲刷链和沉积物的地层分析与流动动力学的测量和建模相结合。通道展示了迁移条,非迁移条和叠加的沙丘。人们发现,水坝引发的可能机制是与堤岸方向变化和滑坡有关的溜槽,这是由于洪水后水位下降期间现有水坝之间的相互作用而引起的。我们认为,在小流量(高宽深比)的情况下对条形沉积物进行返工,并通过较高的Shields迁移率参数值可以解释以后洪水期间新的替代性迁移条形的形成或再生。发现棒的迁移模式是周期性的,并且主要取决于(i)通道布局和(ii)高度和长度取决于位置和排放值的叠加沙丘的动力学。例如,影响沙丘陡度的迟滞会影响沙丘的流动阻力以及洪水事件发生时迁移条的速度。我们将来自该领域的发现与替代条的理论研究结果进行比较。这可以洞悉在真实河流的复杂环境中发生的现象,但也可以阐明基于理想化案例的酒吧理论可以预测这些现象的程度。版权所有(c)2014 John Wiley&Sons,Ltd.

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