大运河常州段淤积特性  

Behavior of Siltation in Chang zhou Reach of the Grand Canal

作　　者：韩乃斌[1] 张馥桂[1] 茅志祥[1] 钟秀娟[1] 张明明[2] 盛昌玛 

机构地区：[1]南京水利科学研究院 [2]江苏省交通厅航务局

出　　处：《水运工程》1993年第3期28-31,共4页Port & Waterway Engineering

摘　　要：对现场资料分析表明,从长江引入的挟沙水流,经大运河时,悬沙不断落淤是常州市区段淤积的主要原因。由此提出了控制引水量、避开高含沙量时引水等减淤措施。Based on the in-site tests, it was indicated that, the cause of siltationin Changzhou Reach of the Grand Canal was the suspension load in waterflow drawn from the Yangtze River. In view of this, this paper suggeststhat the water flow drawn from the Yangtze River must be controlled, andthe leading-in of water with high sand content should be avoided.

关 键 词：运河 淤积特性 

分 类 号：TV148.6[水利工程—水力学及河流动力学]