摘要
应用一维悬移质数学模型 ,对三峡工程建成后长江中下游干流和洞庭湖区冲淤变化进行了联合计算 ,在此基础上研究了荆江松滋口和藕池口的建闸调度方案对江湖冲淤和三口分流分沙的影响。结果表明 :建闸控制后 ,三口分流分沙量减少 ;松滋口减幅最大 ;长江干流河道冲淤变化较小 ;松滋口分流道淤积 。
An united calculation on the scour-sedimentation variation of the middle-lower reaches of Yangtze River and the Dongting Lake region after Three Gorges Project (TGP) being completed is performed by a 1-D suspended sediment mathematic model. Based on these study results, the effects of different regulation schemes, in which the sluices of the river entrances at Songzi and Ouchi located in the Jingjiang River reach will be or not be built, on the scour-sedimentation of Yangtze River and Dongting Lake and on the partition of runoff and sediment at the Three Entrances were analysed. The research results show that, after the sluices being built, the amount of diverted water and sediments through Three Outlets will be decreased, among them the decrement at the entrance of Songzi is the greatest; it has a little effect on the scour-sedimentation of the Yangtze River main stem; the diverting channel of Songzi-entrance will be deposited; and the deposited amount of Dongting Lake will be visibly reduced.
出处
《长江科学院院报》
EI
CSCD
北大核心
2001年第6期15-18,共4页
Journal of Changjiang River Scientific Research Institute
关键词
三峡工程
河床冲淤
三口分流分沙
一维悬移质
数学模型
松滋口
藕池口
建闸控制
长江
洞庭湖
太平口闸
TGP
building sluices of Jingjiang Four outlets
united calculation for river lake
scour sedimentation of river bed
diverted amount of water and sediment through Three Outlets.