摘要
按照向家坝水库蓄水计划和泄水设施运用原则,选取典型来水来沙条件,计算了向家坝库区的流场、含沙量和过机过坝悬移质级配,估算了向家坝水库库区内的粗颗粒起动粒径,分析了蓄水初期向家坝坝址上游右岸堆渣对向家坝发电机组和泄水建筑物的影响。
For the Xiangjiaba reservoir, the incoming water and sediment conditions were determined according to its filling plan and water release rules, and calculations were conducted for the flow velocity lind the concentration and gradation of suspended load in the passages of its generators and release structures The caculations are used for an evaluation of the maximum grain sizes of incipient motion in certain critical areas of the reservoir and an analysis on the influence of construction slag heap on the generators and release structures during initial impoundment.
出处
《水力发电学报》
EI
CSCD
北大核心
2014年第6期105-110,共6页
Journal of Hydroelectric Engineering
基金
国家自然科学基金(51209232)
国家科技支撑计划项目(2012BAB04B01
2012BAB04B02
2013BAB12B02)
中国水利水电科学研究院科学研究专项(泥集1203
1340)
关键词
河流泥沙工程学
堆渣影响
数值模拟
蓄水初期
river sedimentation engineering
influence of construction slag
numerical simulation
initialiimpoundment period