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FLUVIAL PROCESSES NEAR THE WENCUNJIA SAND BAR ON THE UPPER JINGJIANG RIVER

机译:在荆江上部Wencunjia砂栏附近的河流过程

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In May 2002, major bank failures occurred on the floodplain along the Wencunjia section, located near the Jingjiang River levees downstream of the Three Gorges Reservoir. The total length of collapsed floodplain was about 550m with a maximum collapsed width of 10m. The distance between the collapse location of the floodplain and the foot of the Jingjiang levee was a mere 44m. The floodplain failure has drew serious concern. Based on observed data, basic dynamics of fluvial processes, and the past evolution of the Tuqizhou chute, this paper presents an analysis on the changes of the thalweg, the cross sections of Tuqizhou chute in recent years, and the fluvial process of the Wencunjia reach. The results indicates that the main reason of bank falure was that flow in the main channel scoured the bank after 1999 because of the main channel migrated to the north in this reach.
机译:2002年5月,主要的银行失败发生在Wencunjia部分的洪泛区,位于三峡库区下游的靖江堤附近。 折叠洪泛区的总长度约为550米,最大折叠宽度为10米。 洪水堤和京江堤坝脚部之间的距离仅为44米。 洪泛党的失败吸引了严重的问题。 基于观察到的数据,河流流程的基本动态,以及Tuquzhou Chute的过去演化,近年来Tuquzhou Chute的横截面的变化,以及Wencunjia的河流进程的变化分析了 。 结果表明,银行发病的主要原因是在1999年之后的主要渠道中的主要渠道流动,因为主要渠道迁移到北方。

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