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首页> 外文期刊>Water resources research >Floodplain Land Cover and Flow Hydrodynamic Control of Overbank Sedimentation in Compound Channel Flows
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Floodplain Land Cover and Flow Hydrodynamic Control of Overbank Sedimentation in Compound Channel Flows

机译:复式河道漫滩平原地表覆盖物和流水动力控制

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Overbank sedimentation is predominantly due to fine sediments transported under suspension that become trapped and settle in floodplains when high-flow conditions occur in rivers. In a compound channel, the processes of exchanging water and fine sediments between the main channel and floodplains regulate the geomorphological evolution and are crucial for the maintenance of the ecosystem functions of the floodplains. These hydrodynamic and morphodynamic processes depend on variables such as the flow-depth ratio between the water depth in the main channel and the water depth in the floodplain, the width ratio between the width of the main channel and the width of the floodplain, and the floodplain land cover characterized by the type of roughness. This paper examines, by means of laboratory experiments, how these variables are interlinked and how the deposition of sediments in the compound channel is jointly determined by them. The combination of these compound channel characteristics modulates the production of vertically axised large turbulent vortical structures in the mixing interface. Such vortical structures determine the water mass exchange between the main channel and the floodplain, conditioning in turn the transport of sediment particles conveyed in the water, and, therefore, the resulting overbank sedimentation. The existence and pattern of sedimentation are conditioned by both the hydrodynamic variables (the flow-depth ratio and the width ratio) and the floodplain land cover simulated in terms of smooth walls, meadow-type roughness, sparse-wood-type roughness, and dense-wood-type roughness.
机译:岸上沉积主要是由于在悬浮状态下运输的细小沉积物在河流发生高流量情况下被困住并定居在洪泛区。在复合河道中,在主要河道与洪泛区之间交换水和细沙的过程调节着地貌演化,对于维持洪泛区的生态系统功能至关重要。这些流体动力学和形态动力学过程取决于变量,例如主河道中的水深与洪泛区中的水深之间的流深比,主河道的宽度与洪泛区的宽度之间的宽度比,以及洪泛区土地覆盖的特点是粗糙度类型。本文通过实验室实验研究了这些变量是如何相互联系的,以及它们是如何共同确定复合河道中沉积物的沉积的。这些复合通道特性的组合调节了混合界面中垂直轴大湍流涡旋结构的产生。这种涡旋结构决定了主要渠道与洪泛区之间的水质交换,进而调节了水中所含沉积物颗粒的运输,从而导致了过度的沉积。沉积的存在和方式受流体动力学变量(流深比和宽度比)和洪泛区土地覆盖的影响,这些光滑度是根据光滑的墙面,草地型的粗糙度,稀疏的木型的粗糙度和致密的密度来模拟的。 -木材型粗糙度。

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