平陆运河新坪水支流洪枯季水沙输移特性分析*
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国家重点研发计划项目(2023YFB2604700); 广西科技重大专项资助(桂科AA23023009); 国家自然科学基金项目(52309078); 重庆市教委科学技术研究项目(KJQN202300727、KJQN202300708)


Characterization of flow-sediment transport in Xinpingshui tributary of Pinglu Canal during flood and dry seasons
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    摘要:

    平陆运河沿线分布众多支流,支流泥沙进入运河淤积后影响运河的修建及通航安全。新坪水是平陆运河支流来沙防控的重要对象,为厘清该支流的输沙特点,结合原位监测与理论分析,研究不同河流水情中该支流的水沙输移特性,并基于实测数据,构建新坪水支流水流输沙率的经验预测方法。结果表明:新坪水各横断面呈现为宽浅的U形,沿程河床沙粒具有先粗化、后细化的特点;无降雨时,洪、枯季新坪水各河段的水流挟沙力大于实测输沙率,水流可能冲刷河床并向运河输运泥沙;洪季有降雨时,新坪水交汇段的水流含沙量显著增大,导致实测输沙率大于水流挟沙力而可能诱发河床淤积;新坪水支流的水流输沙率与流量显著正相关。

    Abstract:

    Many tributaries are distributed along the Pinglu Canal,and the aggradation of the sediment transported from them in the canal affects the canal construction and navigation safety.Xinpingshui is an important target in tributary-sediment-control efforts of the Pinglu Canal.For clarifying the sediment transport pattern of Xinpingshui,the flow-sediment transport characteristics in this tributary for different hydrological regimes are investigated on the basis of in-situ monitoring and theoretical analysis.Measured data are applied to propose an empirical prediction method for the sediment transport rate of Xinpingshui flow.The results show that every cross-section of Xinpingshui exhibits a wide and shallow U-shape,with sediment particles of riverbed displaying a pattern of coarsening followed by fining along the river.Without rainfall,the sediment transport capacity in each reach of Xinpingshui is greater than the measured sediment transport rate in both dry and flood seasons,indicating the flow may scour the riverbed and transport sediment to the canal.During the flood season,rainfall can significantly increase the flow sediment content near the confluence of Xinpingshui,resulting in the measured sediment transport rate exceeds the sediment transport capacity,which may cause riverbed aggradation here.The sediment transport rate of Xinpingshui flow is positively correlated with discharge.

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李 睿,张 文,杨胜发,等.平陆运河新坪水支流洪枯季水沙输移特性分析*[J].水运工程,2025(6):114-121.

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  • 在线发布日期: 2025-06-19
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