小浪底水库运用后黄河下游游荡段主槽摆动特点

王英珍; 夏军强; 周美蓉; 李洁

doi:10.14042/j.cnki.32.1309.2019.02.005

高级搜索

全国中文核心期刊
中国科技核心期刊
美国工程索引（EI）收录期刊

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

小浪底水库运用后黄河下游游荡段主槽摆动特点

王英珍, 夏军强, 周美蓉, 李洁

文章导航 > 水科学进展 > 2019 > 30(2): 198-209

王英珍, 夏军强, 周美蓉, 李洁. 小浪底水库运用后黄河下游游荡段主槽摆动特点[J]. 水科学进展, 2019, 30(2): 198-209. doi: 10.14042/j.cnki.32.1309.2019.02.005

引用本文:

王英珍, 夏军强, 周美蓉, 李洁. 小浪底水库运用后黄河下游游荡段主槽摆动特点[J]. 水科学进展, 2019, 30(2): 198-209. doi: 10.14042/j.cnki.32.1309.2019.02.005

WANG Yingzhen, XIA Junqiang, ZHOU Meirong, LI Jie. Characteristics of main channel migration in the braided reach of the Lower Yellow River after the Xiaolangdi Reservoir operation[J]. Advances in Water Science, 2019, 30(2): 198-209. doi: 10.14042/j.cnki.32.1309.2019.02.005

Citation:

WANG Yingzhen, XIA Junqiang, ZHOU Meirong, LI Jie. Characteristics of main channel migration in the braided reach of the Lower Yellow River after the Xiaolangdi Reservoir operation[J]. Advances in Water Science, 2019, 30(2): 198-209. doi: 10.14042/j.cnki.32.1309.2019.02.005

小浪底水库运用后黄河下游游荡段主槽摆动特点

doi: 10.14042/j.cnki.32.1309.2019.02.005

武汉大学水资源与水电工程国家重点实验室, 湖北武汉 430072

基金项目: 国家自然科学基金资助项目（51725902；51579186）

详细信息

作者简介:
王英珍(1995-),女,山东烟台人,博士研究生,主要从事河流动力学研究。E-mail:wang_yz@whu.edu.cn

通讯作者:
夏军强,E-mail:xiajq@whu.edu.cn

中图分类号: TV143

Characteristics of main channel migration in the braided reach of the Lower Yellow River after the Xiaolangdi Reservoir operation

State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China

Funds: The study is financially supported by the National Natural Science Foundation of China (No.51725902;No.51579186).

摘要: 天然冲积河流主槽摆动具有复杂的时空变化性，分析其摆动特点对研究黄河下游游荡段河床演变规律具有重要意义。以1999—2016年黄河下游游荡段汛后卫星遥感影像与实测28个淤积断面地形资料为基础，计算了断面及河段尺度的主槽摆动宽度及强度，确定了小浪底水库运用后游荡段的主槽摆动特点，并定量分析了影响游荡段主槽摆动强度的主要因素。计算结果表明：游荡段主槽摆动方向具有往复性，主槽摆动宽度呈现中段大、上下两段小的特点；小浪底水库运行后，游荡段主槽摆动宽度及强度呈逐渐减小趋势，多年平均值分别为188 m/a和0.16；上游来水来沙条件是影响主槽摆动强度的主要因素，河床边界条件（滩槽高差、河床组成等）是次要因素；建立了游荡段主槽摆动强度与前3年平均水流冲刷强度的幂函数关系，相关系数良好。
- 主槽摆动 /
- 摆动强度 /
- 遥感影像 /
- 水流冲刷强度 /
- 游荡河段 /
- 黄河下游
Abstract: The response of main channel migration to the altered flow and sediment regime is characterized by complexly temporal and spatial variations in the Lower Yellow River (LYR),and the investigation into the characteristics of main channel migration is crucial to understand the principles of river regime adjustments and fluvial processes in the LYR. In this study,widths and intensities of main channel migration at section-and reach-scales were calculated based on the data of remote sensing images and 28 observed cross-sectional profiles in the braided reach of the LYR during the period from 1999 to 2016,with the characteristics and the key influencing factor to control main channel migration intensity being identified quantitatively. It is found that the main channel processes in the braided reach migrated back and forth towards the left or right direction,and section-scale migration widths in the middle reach were generally larger than the values in the upper and lower reaches. The width and intensity of main channel migration show a gradual decreasing trend,with the average were 188 m/a and 0.16 respectively. It is confirmed that the incoming flow and sediment regime is a dominant factor to influence the main channel migration,although the channel boundary conditions can influence the intensity of main channel migration,covering the influencing factors of the level difference between main channel and floodplain,and composition of bed material. The main channel migration intensity of the braided reach can be expressed as a power function of the previous three-year average fluvial erosion intensity,and the calculated main channel migration intensities in 1999—2016 using the proposed relation generally agree with the observed data.
- main channel migration /
- migration intensity /
- remote sensing images /
- fluvial erosion intensity /
- braided reach /
- Lower Yellow River

[1]	夏军强, 刘鑫, 张晓雷, 周美蓉. 黄河下游动床阻力变化及其计算方法 . 水科学进展, 2021, 32(2): 218-229. doi: 10.14042/j.cnki.32.1309.2021.02.007
[2]	程亦菲, 夏军强, 周美蓉, 邓珊珊. 黄河下游游荡段过流能力调整对水沙条件与断面形态的响应 . 水科学进展, 2020, 31(3): 337-347. doi: 10.14042/j.cnki.32.1309.2020.03.003
[3]	张晓雷, 夏军强, 陈倩, 果鹏. 生产堤溃决后漫滩水流的概化模型试验研究 . 水科学进展, 2018, 29(1): 100-108. doi: 10.14042/j.cnki.32.1309.2018.01.012
[4]	李洁, 夏军强, 邓珊珊, 周美蓉, 张诗媛. 近30年黄河下游河道深泓线摆动特点 . 水科学进展, 2017, 28(5): 652-661. doi: 10.14042/j.cnki.32.1309.2017.05.002
[5]	张敏, 黄河清, 张晓华. 黄河下游漫滩洪水冲淤规律 . 水科学进展, 2016, 27(2): 165-175. doi: 10.14042/j.cnki.32.1309.2016.02.001
[6]	李洁, 夏军强, 邓珊珊, 张晓雷. 近期黄河下游游荡段滩岸崩退过程及特点 . 水科学进展, 2015, 26(4): 517-525. doi: 10.14042/j.cnki.32.1309.2015.04.008
[7]	孙东坡, 刘明潇, 张晓雷, 孙羽. 冲积性河流河床冲淤调整对洪水泥沙过程的响应——以黄河游荡型河段为例 . 水科学进展, 2014, 25(5): 668-676.
[8]	董雪娜, 李雪梅, 林银平, 姚惠明. 黄河下游凌情特征及变化 . 水科学进展, 2008, 19(6): 882-887.
[9]	夏军强, 吴保生, 王艳平. 近期黄河下游河床调整过程及特点 . 水科学进展, 2008, 19(3): 301-308.
[10]	李小平, 李文学, 李勇, 尚红霞. 水库拦沙期黄河下游洪水冲刷效率调整分析 . 水科学进展, 2007, 18(1): 44-51.
[11]	姚文艺, 王卫东. 黄河下游游荡性河道河势调整关系研究 . 水科学进展, 2006, 17(5): 624-630.
[12]	赵连军, 谈广鸣, 韦直林, 张红武, 江恩惠. 黄河下游河道悬移质泥沙与床沙交换计算研究 . 水科学进展, 2005, 16(2): 155-163.
[13]	姚文艺, 杨邦柱. 黄河下游游荡河段河床演变对河道整治的响应 . 水科学进展, 2004, 15(3): 324-329.
[14]	石伟, 王光谦, 邵学军. 不同来源区洪水对黄河下游流量-含沙量关系的影响 . 水科学进展, 2003, 14(2): 147-151.
[15]	石伟, 王光谦. 黄河下游输沙水量研究综述 . 水科学进展, 2003, 14(1): 118-123.
[16]	张欧阳, 许炯心, 张红武. 黄河下游花园口河段洪水涨落过程中河床横断面形态的调整 . 水科学进展, 2003, 14(4): 401-406.
[17]	许炯心. 黄河下游洪水的泥沙输移特征 . 水科学进展, 2002, 13(5): 562-568.
[18]	万洪涛, 周成虎, 吴应湘, 万庆. 黄河下游花园口-夹河滩河段二维洪水模拟 . 水科学进展, 2002, 13(2): 215-222.
[19]	许炯心. 黄河下游游荡河段清水冲刷时期河床调整的复杂响应现象 . 水科学进展, 2001, 12(3): 291-299.
[20]	尹学良, 梁志勇, 陈金荣. 黄河下游的过去和未来 . 水科学进展, 2000, 11(2): 113-118.

点击查看大图

计量

文章访问数: 31
HTML全文浏览量: 9
PDF下载量: 92
被引次数: 0

小浪底水库运用后黄河下游游荡段主槽摆动特点

doi: 10.14042/j.cnki.32.1309.2019.02.005

武汉大学水资源与水电工程国家重点实验室, 湖北武汉 430072

基金项目: 国家自然科学基金资助项目（51725902；51579186）

作者简介:
王英珍(1995-),女,山东烟台人,博士研究生,主要从事河流动力学研究。E-mail:wang_yz@whu.edu.cn

通讯作者: 夏军强,E-mail:xiajq@whu.edu.cn

收稿日期: 2018-07-23
刊出日期: 2019-04-25

中图分类号: TV143

关键词:

摘要: 天然冲积河流主槽摆动具有复杂的时空变化性，分析其摆动特点对研究黄河下游游荡段河床演变规律具有重要意义。以1999—2016年黄河下游游荡段汛后卫星遥感影像与实测28个淤积断面地形资料为基础，计算了断面及河段尺度的主槽摆动宽度及强度，确定了小浪底水库运用后游荡段的主槽摆动特点，并定量分析了影响游荡段主槽摆动强度的主要因素。计算结果表明：游荡段主槽摆动方向具有往复性，主槽摆动宽度呈现中段大、上下两段小的特点；小浪底水库运行后，游荡段主槽摆动宽度及强度呈逐渐减小趋势，多年平均值分别为188 m/a和0.16；上游来水来沙条件是影响主槽摆动强度的主要因素，河床边界条件（滩槽高差、河床组成等）是次要因素；建立了游荡段主槽摆动强度与前3年平均水流冲刷强度的幂函数关系，相关系数良好。

English Abstract

Characteristics of main channel migration in the braided reach of the Lower Yellow River after the Xiaolangdi Reservoir operation

State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China

Funds: The study is financially supported by the National Natural Science Foundation of China (No.51725902;No.51579186).

Received Date: 2018-07-23
Publish Date: 2019-04-25

Keywords:

Abstract: The response of main channel migration to the altered flow and sediment regime is characterized by complexly temporal and spatial variations in the Lower Yellow River (LYR),and the investigation into the characteristics of main channel migration is crucial to understand the principles of river regime adjustments and fluvial processes in the LYR. In this study,widths and intensities of main channel migration at section-and reach-scales were calculated based on the data of remote sensing images and 28 observed cross-sectional profiles in the braided reach of the LYR during the period from 1999 to 2016,with the characteristics and the key influencing factor to control main channel migration intensity being identified quantitatively. It is found that the main channel processes in the braided reach migrated back and forth towards the left or right direction,and section-scale migration widths in the middle reach were generally larger than the values in the upper and lower reaches. The width and intensity of main channel migration show a gradual decreasing trend,with the average were 188 m/a and 0.16 respectively. It is confirmed that the incoming flow and sediment regime is a dominant factor to influence the main channel migration,although the channel boundary conditions can influence the intensity of main channel migration,covering the influencing factors of the level difference between main channel and floodplain,and composition of bed material. The main channel migration intensity of the braided reach can be expressed as a power function of the previous three-year average fluvial erosion intensity,and the calculated main channel migration intensities in 1999—2016 using the proposed relation generally agree with the observed data.

王英珍, 夏军强, 周美蓉, 李洁. 小浪底水库运用后黄河下游游荡段主槽摆动特点[J]. 水科学进展, 2019, 30(2): 198-209. doi: 10.14042/j.cnki.32.1309.2019.02.005

引用本文:

王英珍, 夏军强, 周美蓉, 李洁. 小浪底水库运用后黄河下游游荡段主槽摆动特点[J]. 水科学进展, 2019, 30(2): 198-209. doi: 10.14042/j.cnki.32.1309.2019.02.005

Citation:

WANG Yingzhen, XIA Junqiang, ZHOU Meirong, LI Jie. Characteristics of main channel migration in the braided reach of the Lower Yellow River after the Xiaolangdi Reservoir operation[J]. Advances in Water Science, 2019, 30(2): 198-209. doi: 10.14042/j.cnki.32.1309.2019.02.005

全文HTML

下载: 全尺寸图片幻灯片

返回文章

用微信扫码二维码

分享至好友和朋友圈

留言板

小浪底水库运用后黄河下游游荡段主槽摆动特点

doi: 10.14042/j.cnki.32.1309.2019.02.005

作者简介: 王英珍(1995-),女,山东烟台人,博士研究生,主要从事河流动力学研究。E-mail:wang_yz@whu.edu.cn

通讯作者: 夏军强,E-mail:xiajq@whu.edu.cn

Characteristics of main channel migration in the braided reach of the Lower Yellow River after the Xiaolangdi Reservoir operation

计量

出版历程

小浪底水库运用后黄河下游游荡段主槽摆动特点

doi: 10.14042/j.cnki.32.1309.2019.02.005

武汉大学水资源与水电工程国家重点实验室, 湖北 武汉 430072

作者简介: 王英珍(1995-),女,山东烟台人,博士研究生,主要从事河流动力学研究。E-mail:wang_yz@whu.edu.cn

通讯作者: 夏军强,E-mail:xiajq@whu.edu.cn

English Abstract

Characteristics of main channel migration in the braided reach of the Lower Yellow River after the Xiaolangdi Reservoir operation

State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China

全文HTML

目录

作者简介:
王英珍(1995-),女,山东烟台人,博士研究生,主要从事河流动力学研究。E-mail:wang_yz@whu.edu.cn

通讯作者:
夏军强,E-mail:xiajq@whu.edu.cn

武汉大学水资源与水电工程国家重点实验室, 湖北武汉 430072

作者简介:
王英珍(1995-),女,山东烟台人,博士研究生,主要从事河流动力学研究。E-mail:wang_yz@whu.edu.cn