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工程科学与技术:2015,47(1):97-104
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黄河下游游荡段持续淤积及冲刷时平滩河槽形态调整规律
(武汉大学 水资源与水电工程科学国家重点实验室)
Variation in Bankfull Channel Geometry in the LYR Undergoing Continuous Aggradation and Degradation
(State Key Lab. of Water Resources and Hydropower Eng. Sci.,Wuhan Univ.)
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投稿时间:2014-04-01    修订日期:2014-09-23
中文摘要: 自1986年以来,由于上游来水来沙量不同程度的减少及小浪底水库的运用,进入黄河下游的水沙条件发生了较大变化。下游河道分别经历了持续淤积和持续冲刷的过程,其平滩河槽形态调整较为显著,尤其在游荡段。利用1986—2012年汛后实测淤积断面资料,统计了各年游荡段汛后28个断面的平滩河槽形态参数(平滩河宽、水深及面积等)。然后,采用基于对数转换的几何平均结合断面间距加权平均的方法,计算了基于河段尺度的游荡段平滩河槽形态,并分析了这些参数的变化规律。计算结果表明:河段平滩河槽形态的调整与汛期及非汛期水沙条件都密切相关,且能与前期4年平均的汛期及非汛期的流量及来沙系数建立经验函数关系。该关系式可反映出流量、来沙系数对平滩河槽形态各参数的不同影响,并有较高的相关系数。
Abstract:The flow-sediment regime entering the lower Yellow River (LYR) has changed significantly since 1986.In order to study this phenomenon,the reach-scale bankfull channel dimensions (bankfull width, depth, area, et al.)of the braided reach were calculated annually during the period from 1986 to 2012,based on the surveyed post-flood profiles at 28 sedimentation sections,using an integrated method which integrates a geometric mean based on the log-transformation with a weighted average based on the spacing between two consecutive sections.The results indicated that the magnitude of each reach-scale bankfull channel dimension responded well to the accumulative effect of incoming flow and sediment conditions during both the flood seasons and non-flood seasons.Empirical relationships for the braided reach were developed between the reach-scale bankfull channel geometry and the previous four-year average integrated incoming discharge-sediment condition.These relationships demonstrated different impacts of discharge and incoming sediment coefficient on the channel geometry with relatively high correlation coefficients between them.
文章编号:201400344     中图分类号:    文献标志码:
基金项目:国家自然科学基金资助项目(51379156;51179072);高等学校博士学科点专项科研基金资助项目(20120141110011)
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引用文本:
李晓娟,夏军强,李洁,张晓雷.黄河下游游荡段持续淤积及冲刷时平滩河槽形态调整规律[J].工程科学与技术,2015,47(1):97-104.
Li Xiaojuan,Xia Junqiang,Li Jie,Zhang Xiaolei.Variation in Bankfull Channel Geometry in the LYR Undergoing Continuous Aggradation and Degradation[J].Advanced Engineering Sciences,2015,47(1):97-104.