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黄河口尾闾段河床形态调整及过流能力变化
引用本文:杨卓媛,夏军强,周美蓉,万占伟.黄河口尾闾段河床形态调整及过流能力变化[J].水科学进展,2019,30(3):305-315.
作者姓名:杨卓媛  夏军强  周美蓉  万占伟
作者单位:1.武汉大学水资源与水电工程科学国家重点实验室, 湖北武汉 430072;
基金项目:国家重点研发计划资助项目(2017YFC0405501);国家自然科学基金资助项目(51725902)
摘    要:为全面描述黄河口尾闾段的河床形态调整及过流能力变化,采用河段平均的计算方法,确定了尾闾段(利津—西河口)1990—2016年汛后断面及河段尺度的平滩特征参数,分析河段平滩河槽形态调整特点、河段平滩流量变化过程及其与累积河床冲淤量的关系。结果表明:近30年来黄河尾闾段的河床形态调整过程较为复杂,河相系数在1990—2003年呈振荡式升高,2003年以后持续减小,说明断面形态朝窄深方向发展;平滩流量变化与河段冲淤过程密切相关,淤积时平滩流量减小,反之则增大;建立这些河段平滩特征参数与利津站前4年汛期平均水流冲刷强度的幂函数关系,且相关系数均大于0.8,说明黄河口尾闾段河床形态调整及过流能力变化能较好地响应利津站水沙条件的改变。

关 键 词:水沙条件  河床调整  河段尺度  平滩河槽形态  平滩流量  尾闾段  黄河口
收稿时间:2018-11-27

Adjustments in reach-scale bankfull channel geometry and bankfull discharge in the Yellow River Estuary
YANG Zhuoyuan,XIA Junqiang,ZHOU Meirong,WAN Zhanwei.Adjustments in reach-scale bankfull channel geometry and bankfull discharge in the Yellow River Estuary[J].Advances in Water Science,2019,30(3):305-315.
Authors:YANG Zhuoyuan  XIA Junqiang  ZHOU Meirong  WAN Zhanwei
Affiliation:1.State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China;2.Yellow River Engineering Consulting Co., Ltd., Zhengzhou 450003, China
Abstract:Sediment load entering the Yellow River Estuary has been greatly reduced and the river bed has been eroded because of the operation of the Xiaolangdi Reservoir,with the occurrence of remarkable channel adjustments. In order to describe comprehensively the bankfull channel geometry and flood discharge capacity in the Yellow River Estuary,a reach-averaged method was used in this study to calculate the reach-scale bankfull channel dimensions and bankfull discharge in the Yellow River Estuary annually from 1990 to 2016. Effects of channel evolution on the reach-scale bankfull channel dimensions and bankfull discharge in the study reach were investigated. In addition,empirical relationships were established between the reach-scale bankfull characteristic parameters and the previous four-year average fluvial erosion intensity during flood seasons in the Yellow River Estuary. These results show that both channel widening and channel incision occurred in the reach after 2003,and the variation in cross-sectional profiles in the Yellow River Estuary was mainly characterized by channel narrowing. Furthermore,bankfull discharge decreased with channel aggradation,and increased with channel degradation. Additionally,the correlation between each bankfull characteristic parameter and fluvial erosion intensity in the Yellow River Estuary was greater than 0.8,indicating the remarkable response of bankfull parameters to the altered flow and sediment regime at Lijin.
Keywords:flow and sediment regime  channel adjustments  reach-scale  bankfull channel geometry  bankfull discharge  tail channel  Yellow River Estuary  
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