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River bifurcations: Experimental observations on equilibrium configurations

机译:河流分岔:平衡构型的实验观察

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摘要

In this work we have investigated the equilibrium configurations of a Y-shaped fluvial bifurcation through a laboratory analysis. Three series of experimental runs have been performed in a wide flume, where a symmetrical bifurcation has been constructed joining three branches with fixed banks and movable bed made of a well sorted quartz sand; the angle between the two downstream distributaries was equal to 30 degrees. The experiments have been carried out with different values of longitudinal bed slope and water discharge, in order to investigate a range of the relevant morphodynamic parameters typical of gravel bed braided rivers. The equilibrium configuration of the bifurcation has been characterized through the measure of the discharge partition in downstream branches and of the local bed structure at the node. The existence of unbalanced equilibrium configurations has been observed and the role of migrating alternate bars has been pointed out. The experimental results confirm the theoretical predictions which have been recently obtained through the simple model of Bolla Pittaluga et al. (2003). Moreover, interpreting the measured data in the light of the concept of morphodynamic influence provides a new perspective in the analysis of the equilibrium configurations of a bifurcation.
机译:在这项工作中,我们通过实验室分析研究了Y形河流分支的平衡构型。在宽阔的水槽中进行了三个系列的实验运行,其中构造了对称的分叉,将三个分支与固定的堤岸和由合理分类的石英砂制成的活动床连接起来。两个下游分流器之间的角度等于30度。为了研究砾石层辫河流典型的相关形态动力学参数范围,对不同的纵向河床坡度和排水量进行了实验。通过测量下游分支中的排放分区和节点处的局部床层结构来表征分叉的平衡构型。已经观察到不平衡平衡构型的存在,并指出了迁移替代钢筋的作用。实验结果证实了通过Bolla Pittaluga等人的简单模型最近获得的理论预测。 (2003)。此外,根据形态动力学影响的概念解释测量数据,为分叉的平衡构型分析提供了新的视角。

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