黄河下游洪水的输沙效率及其与水沙组合和河床形态的关系  

Sediment transport efficiency of floods in the lower Yellow River in relation with water-sediment combination and channel geometry

作　　者：许炯心[1] 

机构地区：[1]中国科学院地理科学与资源研究所陆地水循环及地表过程重点实验室,北京100101

出　　处：《泥沙研究》2009年第4期45-50,共6页Journal of Sediment Research

基　　金：国家科技支撑计划资助项目(批准号:2006BA06B03-2);国家自然科学基金项目(批准号:40671019)

摘　　要：以1950-1985年间274次洪水的资料为基础,对黄河下游洪水的输沙效率进行了研究,查明了场次洪水排沙比随流量变化的3个临界点。同时还发现,当场次洪水平均含沙量小于34.02kg/m3时或当来沙系数小于0.01kg.s/m6时,下游河道可以不淤。黄河下游游荡段排沙比最小,过渡段次之,限制性弯曲段最大,可见窄深河段的输沙效率要高于宽浅段。上述3个河段处不冲不淤状态时的临界含沙量依次增大,证明窄深河段可以在含沙量较大时保持临界不冲不淤状况。Based on data from 274 flood events in the lower Yellow River, a study has been made for the sediment transport efficiency of floods in relation with water-sediment combination and channel geometry. Three thresholds have been identified in the variation of channel sediment delivery ratio （SDR） with event-average water discharge. It has been found that when event average suspended sediment concentration Cmean, was higher than 34.02kg/m^3 , or the index Cmean /Qmean was smaller than 0.01kg· s/m^6, no deposition occurred. The SDR for the braided reach was the smallest, that for transitional reach the second, and that for the confined meandering reach the largest. In this order, the threshold Cmean for no-fill and no-scour state increased. It indicated that a narrower and deeper channel can better remain no-fill and no-scour state at higher Cmean. values than a wider and shallower channel can.

关 键 词：洪水 泥沙输移 输沙效率 调水调沙 黄河下游 

分 类 号：TV143.4[水利工程—水力学及河流动力学]