黄河口尾闾河道近40年河床断面及平面形态调整特点
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  • 英文篇名:Variations in planform and cross-sectional geometries of Qingshuigou channel in Yellow River estuary(1976-2016)
  • 作者:张诗媛 ; 夏军强 ; 万占伟 ; 李洁
  • 英文作者:ZHANG Shiyuan;XIA Junqiang;WAN Zhanwei;LI Jie;State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University;Yellow River Engineering Consulting Co., Ltd.;
  • 关键词:清水沟河道 ; 河床调整 ; 平面形态 ; 断面形态 ; 黄河口
  • 英文关键词:Qingshuigou channel;;channel adjustments;;bankfull channel geometry;;planform geometry;;Yellow River estuary
  • 中文刊名:SFXB
  • 英文刊名:Journal of Hydroelectric Engineering
  • 机构:武汉大学水资源与水电工程科学国家重点实验室;黄河勘测规划设计有限公司;
  • 出版日期:2018-05-29 18:04
  • 出版单位:水力发电学报
  • 年:2019
  • 期:v.38;No.198
  • 基金:国家重点研发计划课题(2017YFC0405501);; 国家自然科学基金(51725902;51579186)
  • 语种:中文;
  • 页:SFXB201901008
  • 页数:12
  • CN:01
  • ISSN:11-2241/TV
  • 分类号:65-76
摘要
清水沟改道及龙羊峡、小浪底水库运用后,黄河口尾闾河道的河床形态发生了显著调整。黄河口尾闾河道河床调整过程总体分为四个阶段,分别为:1976—1980年淤滩成槽阶段,1980—1984年单股入海阶段,1984-1999年主槽萎缩阶段,1999—2016年河床冲刷阶段。研究发现:清水沟改道初期,河床平面形态宽浅散乱,河口迅速延伸,河长从75.1 km增加到93.2 km。1980年后,河道逐渐形成单一顺直的河型,入海口逐渐南偏,河口延伸速率减小。1984—1999年,主槽萎缩严重,平滩面积减小了61%;深泓摆动剧烈,其摆动距离及强度分别为102 m及0.17。小浪底水库运用后,河床剧烈冲刷,平滩水深增加了41%;深泓摆动幅度减小,其摆动距离及强度分别减小至37 m及0.09。此外还建立了1999年后平滩形态参数及深泓摆动强度与前4年汛期平均水流冲刷强度的经验关系,一定条件下可用于反演河床形态随水沙条件的调整过程。
        Remarkable channel adjustments have occurred in the Yellow River estuary since the 1996 artificial avulsion from the Diaokouhe course to Qingshuigou course. The channel has evolved through four stages: rapid aggradation, undercutting, shrinkage, and severe degradation. Its geometrical variations indicate that(i) in the initial stage of 1976-1980, the study reach was drastically aggraded, with its length increasing from 75.1 km to 93.2 km;(ii) during 1980-1984, numerous branches near the river mouth were gradually coalescing into a single channel toward the southeast, and channel undercutting was dominant;(iii) after 1984, the channel's bankfull area was decreased by 61% in severe shrinkage caused by the operation of Longyangxia reservoir, with its thalweg migrating frequently at a migrating intensity and width of 0.17 and 102 m respectively;(iv) during 1999-2016, its bankfull depth was increased by 41% and the migrating intensity and width decreased to 0.09 and 37 m respectively. In addition, we develop empirical relationships of reach-scale bankfull dimensions and thalweg-migrating intensity versus the average flow scour intensity over previous four years, which give satisfactory predictions of channel adjustments highly correlated with the real case.
引文
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