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An experimental study of fluvial processes at asymmetrical river confluences with hyperconcentrated tributary flows

机译:高浓度支流非对称河流汇流过程的实验研究

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This paper reports findings from experimental studies of sediment transport and bed morphology at asymmetrical confluences with hyperconcentrated tributary flows in the upper Yellow River. The results indicate that the hyperconcentrated flow confluence can be divided into four hydraulic regions, including the backwater zone above the upstream junction corner, the maximum velocity area, the separation flow zone, and the post-confluence region downstream of the junction corner. The bed morphology also consists of four basic elements, including the sandbar in the backwater zone, the bar in the separation flow zone, the thalweg for flow conveyance and sediment transport, and bars in the reach downstream of the separation zone. The sediment load of the hyperconcentrated flow from the tributary was the most important control on fluvial processes at such confluences. The increase in deposition in the backwater zone as the sediment load increased was almost linear, and the depth of sediment deposition in the backwater zone was approximately normal in distribution. The validity of a conceptual model for discriminating the status of the backwater effect developed earlier from field data using the relationship between the sediment load and water volume of hyperconcentrated flows, was confirmed by the experiments. Deposition in the reach downstream of the junction, sandbar height in the backwater zone, and the width and length of the separation zone bar all tended to increase as the sediment load in the tributary increased. An obvious upstream-directed density current occurred in the backwater zone when the sediment concentration of the hyperconcentrated flow exceeded a critical value. The travel distance of the density current increased as the sediment load in the tributary increased. A formula was proposed, based on sediment continuity, for estimating the deposition volume in the reach downstream of the junction. Compared with ordinary sediment-laden flow confluences, hyperconcentrated flow confluences have a sandbar in the backwater zone associated with an upstream-directed density current that may sometimes block the main channel. Hyperconcentrated flow confluences have a thalweg, and so are different from debris flow confluences, which have a fan-shaped deposit.
机译:本文报道了在黄河上游高浓度支流非对称汇合处的沉积物输运和河床形态的实验研究结果。结果表明,超浓缩流汇流可分为四个水力区域,包括上游汇合角上方的回水区,最大流速区,分离流区和汇合角下游的汇合后区域。床层形态还由四个基本要素组成,包括回水区的沙洲,分离流区的沙洲,用于水流输送和沉积物运输的thalweg以及分离区下游的沙洲。来自支流的高浓度流的泥沙负荷是在这种汇合处对河流过程最重要的控制。随着沉积物负荷的增加,在回水区的沉积物的增加几乎是线性的,并且在回水区中的泥沙沉积的深度分布大致是正态的。实验证实了使用泥沙负荷和高浓度水流之间的关系从田野数据中区分出的回水效应状态的概念模型的有效性。随着支流中泥沙量的增加,交界处下游的沉积物,回水区的沙洲高度以及分离区的宽度和长度都趋于增加。当超浓缩水流的沉积物浓度超过临界值时,在回水区便出现了明显的上游定向流。随着支流中泥沙负荷的增加,密度电流的传播距离增加。提出了一个基于沉积物连续性的公式,用于估算交界处下游河段的沉积量。与普通含沙流汇合相比,高浓度流汇合在回水区有一条沙洲,与上游定向的密度流有关,有时可能会阻塞主河道。超浓缩流汇合处有海藻,因此与具有扇形沉积物的泥石流汇合处不同。

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