Analysis on the Characteristics and Hydrodynamic Response of Recent Fluvial Processes of the Emeizhou Branch Reach in Anqing Reach of Yangtze River
Received date: 2025-01-20
Revised date: 2025-04-08
Online published: 2025-06-03
Under the new water and sediment regime, the uncertainty of the change of the bifurcation ratio of the middle branch of Emeizhou branch in the lower part of Anqing will affect the change of the bifurcation ratio of the left branch and the stability of the main channel condition.The function of water fording project in Mawo area of the left branch may be affected due to the siltation of the riverbed near the confluence of the branch in the near future. Integrated with Planar two-dimensional hydrodynamic model and based on the latest field observation data of water and sediment, this paper analyzes the periodic evolution characteristics, influencing factors and water flow characteristic of Emeizhou branch in the lower part of Anqing, and puts forward corresponding suggestions for the future management direction of Anqing reach. The results show that the swing-amplitude of the deep lake in the branch of Emeizhou is relatively small in recent decades, and the river regime remains relatively stable except for the branch point of Emeizhou, near the head of the right branch and the local reach of the middle branch. After the use of the Three Gorges water storage, the left branch of Emeizhou has been slightly washed, and the current of the right branch of Emeizhou will continue to maintain the trend of siltation shrinking in the near future, and the north and south branches of Emeizhou will continue to rise and fall each other. It is suggested to pay close attention to the implementation effect of the existing Anqing river reach control project, and take relevant measures when necessary.
Key words: fluvial processes; thalweg; river regime; shoreline change; hydrodynamic model
PAN Mao-tai , LUAN Hua-long , QIU Wei , XU Fang . Analysis on the Characteristics and Hydrodynamic Response of Recent Fluvial Processes of the Emeizhou Branch Reach in Anqing Reach of Yangtze River[J]. Journal of Changjiang River Scientific Research Institute, 2025 . DOI: 10.11988/ckyyb.20250054
| [1] |
姚仕明, 余文畴, 董耀华. 分汊河道水沙运动特性及其对河道演变的影响[J]. 长江科学院院报, 2003, 20(1):7-9,16.
|
| [2] |
刘亚, 姚仕明, 谢炎, 等. 弯曲分汊河型主支汊交替模式及驱动机制研究[J]. 应用基础与工程科学学报, 2020, 28(1):18-26.
|
| [3] |
杨则东, 鹿献章, 褚进海, 等. 长江安庆段河道演变及塌岸分析[J]. 中国地质灾害与防治学报, 2005, 16(1):61-63,71.
|
| [4] |
渠庚, 杨翰林, 张捷, 等. 长江下游典型分汊河道演变规律与影响因素分析[J]. 长江技术经济, 2023, 7(1):8-15,7.
|
| [5] |
曾慧俊, 吕平. 长江下游安庆河段河道演变分析[J]. 中国水运, 2015, 15(6):283-285.
|
| [6] |
陆齐, 郝婕妤, 丁兵. 长江下游安庆河段河道治理初步研究[J]. 水利建设与管理, 2021,(7):5-11.
|
| [7] |
仵宇凡, 姚仕明, 栾华龙, 等. 长江下游安庆河段演变规律与治理思路研究[J]. 人民长江, 2022, 53(4):8-13.
|
| [8] |
陆英, 刘奇峰, 刘林. 长江下游安庆水道河床演变和航道整治思路[J]. 水道港口, 2012, 33(6):495-499.
|
| [9] |
谭伦武, 李元生, 郑英长, 等. 长江下游安庆复式分汊河段整治关键部位研究[J]. 水运工程, 2011, 451(3):131-136.
|
| [10] |
杨烨烨, 刘卡. 长江下游安庆航道主要浅滩演变分析[J]. 中国水运, 2018, (3):1-4.
|
| [11] |
刘奇峰. 长江下游安庆水道支汊控制方案及效果分析[J]. 水运工程. 2018, (5) :145-149.
|
| [12] |
韩飞. 长江安庆河道主要规划及存在问题[J]. 黑龙江水利科技, 2020, 48(12):84-86.
|
/
| 〈 |
|
〉 |