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.
出处
《水运工程》
北大核心
1993年第3期28-31,共4页
Port & Waterway Engineering
