The mechanism of barrier river reaches in the middle and lower Yangtze River

被引:12
|
作者
You, Xingying [1 ,2 ]
Tang, Jinwu [3 ]
Zhang, Xiaofeng [1 ]
Hou, Weiguo [3 ]
Yang, Yunping [4 ]
Sun, Zhaohua [1 ]
Weng, Zhaohui [2 ]
机构
[1] Wuhan Univ, State Key Lab Water Resource & Hydropower Engn Sc, Wuhan 430072, Peoples R China
[2] Hubei Prov Water Resources & Hydropower Planning, Wuhan 430064, Peoples R China
[3] Changjiang Inst Survey Planning Design & Res, Wuhan 430010, Peoples R China
[4] Minist Transport, Tianjin Res Inst Water Transport Engn, Key Lab Engn Sediment, Tianjin 300456, Peoples R China
基金
中国国家自然科学基金;
关键词
barrier river reaches; flow dynamic axis; channel boundary; the middle and lower Yangtze River; EROSION; INDIA;
D O I
10.1007/s11442-017-1433-1
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Alluvial channel has always adjusted itself to the equilibrium state of sediment transport after it was artificially or naturally disturbed. How to maintain the equilibrium state of sediment transport and keep the river regime stable has always been the concerns of fluvial geomorphologists. The channel in the middle and lower reaches of the Yangtze River is characterized by the staggered distribution of the bifurcated river and the single-thread river. The change of river regime is more violently in the bifurcated river than in the single-thread river. Whether the adjustment of the river regime in the bifurcated river can pass through the single-thread river and propagate to the downstream reaches affects the stabilities of the overall river regime. Studies show that the barrier river reach can block the upstream channel adjustment from propagating to the downstream reaches; therefore, it plays a key role in stabilizing the river regime. This study investigates 34 single-thread river reaches in the middle and lower reaches of the Yangtze River. On the basis of the systematic summarization of the fluvial process of the middle and lower reaches of the Yangtze River, the control factors of barrier river reach are summarized and extracted: the planar morphology of single-thread and meandering; with no flow deflecting node distributed in the upper or middle part of the river reach; the hydraulic geometric coefficient is less than 4; the longitudinal gradient is greater than 12aEuro degrees, the clay content of the concave bank is greater than 9.5%, and the median diameter of the bed sediment is greater than 0.158 mm. From the Navier-Stokes equation, the calculation formula of the bending radius of flow dynamic axis is deduced, and then the roles of these control factors on restricting the migration of the flow dynamic axis and the formation of the barrier river reach are analyzed. The barrier river reach is considered as such when the ratio of the migration force of the flow dynamic axis to the constraint force of the channel boundary is less than 1 under different flow levels. The mechanism of the barrier river reach is such that even when the upstream river regime adjusts, the channel boundary of this reach can always constrain the migration amplitude of the flow dynamic axis and centralize the planar position of the main stream line under different upstream river regime conditions, providing a relatively stable incoming flow conditions for the downstream reaches, thereby blocking the upstream river regime adjustment from propagating to the downstream reaches.
引用
收藏
页码:1249 / 1267
页数:19
相关论文
共 50 条
  • [31] Spatiotemporal variations of precipitation patterns in the middle and lower reaches of Yangtze River Basin
    Xiao, Yang
    Gu, Ran
    Zhou, Qiang
    Chen, Mengyang
    Zhang, Taotao
    Xu, Chen
    Zhu, Zhenhong
    MARINE AND FRESHWATER RESEARCH, 2024, 75 (12)
  • [32] Phosphorus forms and bioavailability of lake sediments in the middle and lower reaches of Yangtze River
    Guangwei Zhu
    Boqiang Qin
    Lu Zhang
    Science in China Series D, 2006, 49 : 28 - 37
  • [33] ANALYSIS OF WATER FOOTPRINT OF RICE PRODUCTION IN THE MIDDLE AND LOWER REACHES OF THE YANGTZE RIVER
    Zheng, Chengxin
    Zhang, Zhanyu
    Chen, Wenmeng
    Ren, Hong
    FRESENIUS ENVIRONMENTAL BULLETIN, 2021, 30 (06): : 6176 - 6187
  • [34] Rape Under Wet Injury and Prevention in the Middle and Lower Reaches of the Yangtze River
    Wang, Zeng-zhen
    Zhu, Jian-qiang
    Yu, Hong
    He, Qing-yu
    2013 THIRD INTERNATIONAL CONFERENCE ON INTELLIGENT SYSTEM DESIGN AND ENGINEERING APPLICATIONS (ISDEA), 2013, : 1081 - 1083
  • [35] Phosphorus forms and bioavailability of lake sediments in the middle and lower reaches of Yangtze River
    Zhu Guangwei
    Qin Boqiang
    Zhang Lu
    SCIENCE IN CHINA SERIES D-EARTH SCIENCES, 2006, 49 (Suppl 1): : 28 - 37
  • [36] Real-time flood forecasting in the middle and lower reaches of the Yangtze River
    Shi, Yong
    Luan, Zhen-Yu
    Chen, Lian-Gang
    Jin, Qiu
    Shuikexue Jinzhan/Advances in Water Science, 2010, 21 (06): : 847 - 852
  • [37] Flood control effect of the fluvial process in the middle and lower reaches of the Yangtze River
    Xu Z.
    Xu X.
    Li A.
    Zhang L.
    Hu C.
    Shuikexue Jinzhan/Advances in Water Science, 2020, 31 (03): : 366 - 376
  • [38] Study on evolution of middle and lower reaches of Yangtze River in recent fifty years
    2001, Yangtze River Scientific Research Institute (18):
  • [39] Phosphorus forms and bioavailability of lake sediments in the middle and lower reaches of Yangtze River
    ZHU Guangwei QIN Boqiang ZHANG Lu Nanjing Institute of Geography Limnology Chinese Academy of Sciences Nanjing China
    ScienceinChina(SeriesD:EarthSciences), 2006, (SeriesD:EarthSciences) : 28 - 37
  • [40] Evaluation on geology environment of harbor construction in middle and lower reaches of the Yangtze River
    Liu, S.
    Xu, K.
    Liu, H.
    Zhou, W.
    Diqiu Kexue Zhongguo Dizhi Daxue Xuebao/Earth Science - Journal of China University of Geosciences, 2001, 26 (04): : 437 - 440