黄河尾流河道时空演变特征:过程与机制

IF 4.3 3区 材料科学 Q1 ENGINEERING, ELECTRICAL & ELECTRONIC ACS Applied Electronic Materials Pub Date : 2024-08-01 DOI:10.1016/j.ijsrc.2024.04.007
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引用次数: 0

摘要

清水沟河道作为1976年刁口河改道形成的现状黄河尾闾河道,其时空演化过程尤为剧烈,其演化过程及其内在机理尚不清楚。本研究以利津水文站下游河道 1976~2017 年汛期断面资料为基础,采用河段尺度形态参数计算方法和均值聚类分析,计算了不同河段尾水河道的主槽形态特征。提出了高程河床指数来识别河道的高程河床情况。结果表明,从 1976 年到 2017 年,河岸满滩面积经历了反复的减少和增加过程,主河道形态随着时间的推移逐渐由宽、浅变为窄、深。在大部分时间段内,主河道的输送能力从上游到下游逐渐下降。在距离利津 0 至 85 公里的河段,河床抬高情况逐渐严重,但在利津下游 85 公里以上的河段,河床抬高情况较轻。1991-1995 年,最严重的河床抬高情况主要出现在利津下游 71-83 公里范围内。当水流挟带泥沙能力较强时,主河道满滩面积增大,河床抬高情况有所缓解。河道工程有助于保持主河道窄而深的形状,但农田堤坝的设置加剧了河床抬高的情况。同时,尾水河道的延伸和改道改变了侵蚀基面,极大地影响了河道形态的演变。本次研究为探索尾水河道演变过程和机制提供了一个典型案例。
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Temporal and spatial evolution characteristics of the current tail channel of the Yellow River: Processes and mechanisms

The Qingshuigou Channel, as the current tail channel of the Yellow River, formed by the diversion of the Diaokou River in 1976, has undergone a particularly dramatic spatio-temporal evolution, and its evolution processes and the underlying mechanisms are still unclear. On the basis of the flood season cross section data for the river downstream of the Lijin Hydrological Station from 1976 to 2017, the current study calculated the main channel morphological characteristics of the tail channel in different reaches using a reach-scale morphological parameter calculation method and K-means clustering analysis. An elevated riverbed index was proposed to identify the elevated riverbed situation of the river channel. The results show that from 1976 to 2017, the bankfull area experienced repeated processes of decrease and increase, and the main channel morphology gradually changed from wide and shallow to narrow and deep over time. For most of the time period, the conveyance capacity of the main channel gradually decreased from upstream to downstream. The elevated riverbed situation gradually became more severe along the river reach from 0 to 85 km away from Lijin, but was less severe in the reach more than 85 km downstream of Lijin. The most severe elevated riverbed situation appeared mainly in the range of 71–83 km below Lijin in 1991–1995. When the sediment-carrying capacity of the water flow was strong, the bankfull area of the main channel increased, and the elevated riverbed situation was alleviated. River channel projects have helped to maintain the narrow and deep shape of the main channel, but the installation of farm dikes have aggravated the elevated riverbed situation. At the same time, extension and diversion of the tail channel have changed the erosion base level, greatly affecting the evolution of the channel morphology. The current study has provided a typical case for exploring the processes and mechanisms of tail channel evolution.

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4.30%
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567
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