长江上游边滩河段水力特性试验研究*
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国家重点研发计划资助项目(2018YFB1600400);重庆市教委科学技术研究项目(编号:KJQN-201900745);重庆市自然科学基金资助项目(cstc2020jcyj-bshX0043)


Experimental study on hydraulic characteristics of upper reaches of the Yangtze River
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    摘要:

    通过查阅长江上游宜宾至重庆段的航道图,统计枯水位条件下顺直边滩的高度、滩宽与河道宽之比等形态参数,设计两种临水面坡度不同(α=0.167和0.200)的滩体,利用概化模型试验,研究其在不同水力条件下主要断面的水深和流速变化规律。结果发现:水深是影响主要断面同一测点水深变化和流速变化的的主要因素,即距离滩头越近壅水现象越明显,当流量等水力条件相同时,水深增加,紊动作用减弱,同一测点水深变化量越小,沿程断面的垂向平均流速、近底平均流速和断面平均流速的变化均相应减小。研究成果将为交错边滩的水流特性及演变机理提供参考。

    Abstract:

    By consulting the channel map of Yibin-Chongqing section in the upper reaches of the Yangtze River,this paper counts the morphological parameters such as the height of straight side beach and the ratio of beach width to channel width under the condition of dry water level,and designs two kinds of water surface slopes(α= 0.167 and 0.200),the variation laws of water depth and velocity of main sections under different hydraulic conditions are studied by using generalized model test. The results show that the water depth is the main factor affecting the change of water depth difference and velocity at the same measuring point of the main section,that is,the closer the distance to the beachhead,the more obvious the backwater phenomenon,the increase of water depth,the weakening of turbulence,and the smaller the change of water depth difference at the same measuring point. When the flow and other hydraulic conditions are the same,the water depth increases,the turbulence decreases,and the changes of vertical average velocity,near bottom average velocity and section average velocity along the section decrease accordingly. The research results will provide a reference for the flow characteristics and evolution mechanism of the staggered beach.

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陈雅飞,王平义,王梅力,等.长江上游边滩河段水力特性试验研究*[J].水运工程,2022(7):154-161.

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  • 在线发布日期: 2022-07-04
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