摘要
南水北调中线穿黄工程与河势防洪研究,经历了10多年的时间,由多家科研单位先后开展了现场调查、原型资料分析、数学模型计算,并分别在4座不同比尺的泥沙模型上,进行了不同工况和过河长度方案试验。综合分析其研究成果,可见各家所得的研究成果能相互印证,规律一致;从河势和防洪角度分析,孤柏嘴3km隧洞方案优于其他方案。
For studying the relationship between river regime,flood protection and the Yellow?River?crosing works of the Middle Line of Water Transfer Project from South to North China, the field investigations, prototype data analyses and mathematic model calculations have been developed by several scientific research organizations of over ten years, meanwhile, sediment model tests were performed with different model scales, under different working conditions and for different tunnel length schemes. The study results from synthetic analysis indicated that the results obtained by different organizations can be verified one another and the regularities are basically in agreement with each other; the Cabozui tunnel 3 km scheme is better than any others.
出处
《长江科学院院报》
CSCD
北大核心
2002年第B09期36-39,共4页
Journal of Changjiang River Scientific Research Institute
关键词
南水北调
穿黄工程
河势
防洪
Water Transfer Project from South to North China
Yellow-River-crossing works
river regime
flood control
作者简介
范北林(1960一),男,湖北广济人,长江科学院河流研究所高级工程师,主要从事河流泥沙数学模型及河道整治研究
