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Hydrodynamic characteristics and channel morphodynamics at a large asymmetrical confluence with a high sediment-load main channel

机译:高不对称沉沙主河道大非对称汇合处的水动力特性和河道形态动力学

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Previous studies of confluences have concentrated mainly on confluences of small streams, confluences with simple geometric configurations, and confluences of curving rivers. However, the confluences of natural rivers, especially large confluences of high sediment-load rivers, generally have complex geometric confluent boundaries and various incoming flow and sedimentation conditions. In this study, several field measurements of the three-dimensional velocity components, water surface elevation, bed topography, and suspended sediment particle sizes reveal the complex hydrodynamic characteristics and bed morphology of the asymmetrical confluence of the high sediment-load Yellow River and its clear tributary, the Fen River. The results show that the water surface morphology of this confluence is elevated in the stagnation zone, mixing interface, and the opposite side of the tributary, whereas the converse is true at the downstream junction corner. The geomorphologic features of the bed show a small scour hole and a long narrow scour belt under conventional hydrological conditions, or a larger scour hole under hydraulic conditions when the value of the momentum flux ratio is much greater than one. In contrast to the confluences of small streams and curving rivers, this confluence does not exhibit continuous flow separation or helical motion, but has pronounced regions such as a stagnation zone, flow acceleration and deflection areas, a shear layer/mixing interface, and a flow recovery zone. The position and size of these regions vary with the momentum flux ratio. The particle size of suspended sediment at the confluence is normally distributed, and the changing sedimentation process corresponds to the scour and siltation state of the bed. In general, the particle size of the suspended sediment is small in the stagnation zone and the downstream channel near the tributary, but large in the acceleration zone and shear layer. These results are helpful to better understand the hydrodynamic and morphodynamics characteristics of confluences with complex geometric configurations and junction conditions. (C) 2020 Elsevier B.V. All rights reserved.
机译:先前对汇合的研究主要集中在小河汇合,具有简单几何构造的汇合和弯曲河流的汇合上。但是,天然河流的汇合处,特别是高沉积物负荷河流的大汇合处,通常具有复杂的几何汇合边界以及各种流入和沉积条件。在这项研究中,对三维速度分量,水面高程,河床地形和悬浮泥沙颗粒大小的几个野外测量揭示了高泥沙负荷黄河及其非均质汇流的复杂水动力特征和河床形态。支流,River河。结果表明,该汇合处的水面形态在停滞区,混合界面和支流的相对侧均升高,而在下游交汇处却相反。当动量通量比的值远大于1时,在常规水文条件下,该床的地貌特征显示出一个小的冲孔和一条狭窄的冲刷带,或者在水力条件下具有较大的冲刷孔。与小溪和弯曲河流的汇合相比,这种汇合不表现出连续的水流分离或螺旋运动,而是具有明显的区域,例如停滞区,水流加速和偏转区域,剪切层/混合界面以及水流。恢复区。这些区域的位置和大小随动量通量比而变化。汇合处悬浮沉积物的粒径呈正态分布,变化的沉降过程与床层的冲刷和淤积状态相对应。通常,悬浮沉积物的粒径在停滞区和支流附近的下游通道较小,但在加速区和剪切层较大。这些结果有助于更好地了解具有复杂几何构型和连接条件的合流的水动力和形态动力学特征。 (C)2020 Elsevier B.V.保留所有权利。

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