摘要
通过实测资料和模型试验研究了某水电站下游河道卵石河床冲淤演变规律,探讨了宽级配卵石河床的自动调整作用。在天然条件下,水电站下游河道河床稳定,水库运行后,水流的挟沙能力有很大富余,下游河道发生了较大冲刷。试验表明:在不同流量作用下,河床自上而下以冲刷为主,流量越大,冲刷强度越大;在冲刷过程中,水深变大,流速减小,床沙变粗,河道更加稳定。
The processes of scour and deposition of pebble bed in a reservoir downstream are studied by the observed data and the physical model experiment. The adjustment of the wide graded particles of pebble bed is discussed. Under natural conditions, the riverbed of the reservoir downstream is stable. But the downstream channel was scoured by low sediment concentration flow after the reservoir operation. Physical model experimental results show that the riverbed of downstream of reservoir was mainly occurred along the river with water releasing. The larger the release flow, the more intensity of scour. During scour the water depth increase gradually, the flow velocity was slower, the bedload became coarser and the river bed is more stable.
作者
陆琴
邓安军
郭庆超
董先勇
LU Qin;DENG An-jun;GUO Qing-chao;DONG Xian-yong(State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin,China Institute of Water Resources and Hydropower Research,Beijing 100048,China;China Three Gorges Corporation,Chengdu 610042,Chian)
出处
《泥沙研究》
CSCD
北大核心
2019年第2期26-32,共7页
Journal of Sediment Research
基金
国家重点研发计划项目(2017YFC0405201
2018YFC0407404)
中国水利水电科学研究院成果转化项目(SE10003A012017)
中国电力建设股份科技项目(2012-24)
关键词
河床演变
卵石河床
水库下游
模型试验
fluvial processes
pebble bed
downstream of reservoir
physical model experiment