摘要
通过对1982年以来黄河下游花园口至利津区间的水沙特性分析,得出洪峰流量、漫滩年份、洪峰消减率等数据成果,对这些数据进行了分析,进而得出"驼峰"现象形成的原因、"驼峰"现象对黄河的危害及变化趋势。
This article analyzed the water and sediment characteristics since 1982 so far from Huayuankou to Lijin interval in downstream of Yellow River and obtained the data of peak flood flow,flood over the dyke year,flood peak cut rate.It finally analyzed these data to find the causes of the ＂peak flaw＂ phenomenon and its harm and change trend for Yellow River.
出处
《水资源与水工程学报》
2011年第4期182-184,共3页
Journal of Water Resources and Water Engineering
关键词
“驼峰”河段
洪水的演进影响
黄河下游
＂peak flow＂ reach
evolution impact of flood
downstream of Yellow River
