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近期黄河下游游荡段河床下切特点及影响因素

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小浪底水库运行后,黄河下游游荡段冲刷剧烈,研究其河床下切特点及影响因素对游荡段河道整治具有重要意义.利用1999-2020年黄河下游游荡段28个淤积断面汛后实测地形数据,计算了游荡段各断面及河段河床累计下切深度及平滩水深,利用水文资料得到了各水文站逐年水位-流量关系曲线,并计算了一定流量下水位的逐年变化.结果表明:①1999-2020年黄河下游累计冲刷量达20.5亿m3,其中游荡段冲刷量最大,约为14.7亿m3.②黄河下游游荡段在2000-2007年期间河床下切最为剧烈,多年平均河床下切深度达0.24 m/a,2008-2020年游荡段河床下切程度有所减弱,多年平均河床下切深度减小至0.05 m/a.③各站水位-流量关系发生了较大变化,游荡段各站给定流量下水位下降明显,沿程水文站水位下降存在一定的时间滞后,滞后时间约3~4 a.各站在500 m3/s下的水位下降幅度均大于3 000 m3/s水位下降幅度,其中高村站的下降幅度最大.④游荡段平滩水深由1999年的1.6 m逐步增大到2018年的4.0 m,之后又降低至2020年的3.8 m.⑤从来水来沙条件和河床边界条件两方面探讨了影响游荡段河床累计下切深度的因素,发现前期6年平均来沙系数是影响累计平均河床下切深度的关键水沙因子,定量揭示了游荡段持续的河床粗化对河床下切起抑制作用.
Characteristics and Influencing Factors of River Bed Incision in the Braided Reach of the Lower Yellow River in Recent Years
Dramatical channel erosion has occurred in the braided reach of the Lower Yellow River(LYR)since the Xiaolangdi Reservoir op-eration.Study on characteristics and influencing factors of river bed incision has great significance for the river embankment and flood control in the braided reach of the LYR.The accumulated downcutting depths of river bed and channel bankfull depths were calculated based on the observed post-flood profiles at 28 cross-sections in the braided reach from 1999 to 2020.The annual water level-discharge curves of each hy-drological station were obtained based on the hydrological data,and the annual change of water level at certain discharges was calculated.The results show that:① The cumulative scour volume of the LYR was 2.05 billion m3,and the braided reach experiencing the most channel erosion with a cumulative scour volume of approximately 1.47 billion m3 from 1999 to 2020.② The braided reach of the LYR experienced the most severe river bed downcutting between 2000 and 2007,with an average annual downcutting depth of 0.24 m/a.From 2008 to 2020,the degree of river bed downcutting in the braided reach decreased,with the average annual downcutting depth reducing to 0.05 m/a.③ There have been significant changes in the water level-discharge relationships at three hydrological stations,with a noticeable decrease in water levels at given discharges at the three hydrological stations.There is a certain time lag in the decline of water levels at hydrological stations along the braided reach,with a lag time of approximately three to four years.The magnitude of water level decline at each hydrological station under a discharge of 500 m3/s is greater than that under a discharge of 3 000 m3/s,with the largest decline observed at Gaocun station.④ The bankfull depth in the braided reach increased from 1.6 m to 4.0 m from 1999 to 2018,and then decreased to 3.8 m in 2020.⑤ Influencing factors of river bed cumulative incision were investigated quantitively,including incoming flow and sediment regime and channel boundary conditions.It is found that the previous 6-year average incoming sediment coefficient is the primary factor influencing the accumulated down-cutting depth of river bed in the braided reach of the LYR.In addition,the inhibition of continuous river bed coarsening on river bed incision were quantitively analyzed in the braided reach.

river bed incisionincoming sediment coefficientXiaolangdi Reservoirbraided reachLower Yellow River

周哲瀚、李洁、朱大伟、黄祥、朱呈浩

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扬州大学水利科学与工程学院,江苏 扬州 225009

武汉大学 水资源工程与调度全国重点实验室,湖北 武汉 430072

江苏省水利勘测设计研究院有限公司,江苏 扬州 225009

黄河勘测规划设计研究院有限公司,河南 郑州 450003

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河床下切 来沙系数 小浪底水库 游荡段 黄河下游

2025

中国农村水利水电
水利部中国灌溉排水发展中心 水利部农村水电及电气化发展局 武汉大学 中国国家灌溉排水委员会

中国农村水利水电

北大核心
影响因子:0.655
ISSN:1007-2284
年,卷(期):2025.(1)