摘要
利用一维全沙数学模型,对10年设计水沙系列及稀遇洪水进行泥沙计算,分析了太原市汾河河道治理工程的演变规律,提出了淤积处理措施。
By using the one-dimentional full-sand mathematic model, this paper makes sediment calculation for ten years' design for water-sand series and rare flood, analyses the developing law of the control engineering of Fenhe River's course of Taiyuan City, and puts forward some measures of sedimentation treatment.
出处
《科技情报开发与经济》
2003年第4期92-93,共2页
Sci-Tech Information Development & Economy
关键词
太原市
汾河
河流治理
泥沙淤积
数学模型
Fenhe River
sedimentation
river course treatment
Taiyuan City
