不同分汊比下分汊河道水流规律试验研究*
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重庆市教育委员会青年项目(KJQN-201900745)


Experimental study on flow law of branching channel under different branching ratios
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    摘要:

    分汊河道作为一种常见的河型,其水流特性在河床演变和航道维护中具有重大意义。以分汊河道为研究对象,通过对天然滩体概化进行物理模型试验,得到分汊河道的水流规律。结果表明,滩体前后各出现低流速区,两汊流速分布具有不对称性,两汊断面最大流速交替出现,沿程流速变化与滩体高程走势一致,滩体最高处出现流速最大值(在完全淹没条件下);分流比随汊道宽度的减小而减小,滩体靠近河道中央时,两汊分流比相当,当滩体靠近岸边时,较窄一侧汊道分流比变小,但流速变化大,水流更不稳定。

    Abstract:

    As a common type of river,the flow characteristics of branching channel are of great significance in river bed evolution and channel maintenance. We take the branching channel as the research object,apply the physical model test of natural beach generalization,obtain the flow law of branching channel. The results show that there are low velocity zones in front and back of the beach,and the velocity distributions of the two branches are asymmetrical. The maximum velocities of two branches appear alternately. The variation of velocity along the river is consistent with the trend of beach elevation,and the maximum velocity appears at the highest point of the beach(under the condition of total flooding). The diversion ratio decreases with the decrease of the branch width. When the beach is near the center of the channel,the diversion ratios of the two branches are equivalent. When the beach is near the shore,the diversion ratio of the narrower branch becomes smaller,but the velocity changes greatly,and the flow is more unstable.

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赵聪聪,王平义,王梅力,等.不同分汊比下分汊河道水流规律试验研究*[J].水运工程,2022(5):84-90.

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  • 在线发布日期: 2022-05-05
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