| 注册
首页|期刊导航|长江科学院院报|长江中下游典型洲滩民垸行蓄洪作用研究

长江中下游典型洲滩民垸行蓄洪作用研究

元媛 毛冰 刘佳明 刘宝楠 王敏

长江科学院院报2026,Vol.43Issue(4):10-17,26,9.
长江科学院院报2026,Vol.43Issue(4):10-17,26,9.DOI:10.11988/ckyyb.20250230

长江中下游典型洲滩民垸行蓄洪作用研究

Flood Discharge and Storage Effects of Typical Floodplains and Polders in Middle and Lower Reaches of Yangtze River

元媛 1毛冰 2刘佳明 3刘宝楠 2王敏1

作者信息

  • 1. 长江科学院河流研究所,武汉 430010||水利部长江重点实验室,武汉 430010||长江水利委员会智慧长江创新团队,武汉 430010
  • 2. 长江科学院河流研究所,武汉 430010||水利部长江重点实验室,武汉 430010
  • 3. 水利部长江重点实验室,武汉 430010||长江勘测规划设计研究有限责任公司,武汉 430010||流域水安全保障湖北省重点实验室,武汉 430010
  • 折叠

摘要

Abstract

[Objective]More than 700 floodplains and polders are distributed along the mainstream of the middle and lower reaches of the Yangtze River,with a total flood storage capacity of about 16.41 billion m3.These areas serve as important spaces for flood discharge and storage of the Yangtze River and are also home to millions of peo-ple.Difficulties in operation during major floods,insufficient safety guarantees during ordinary floods,and a lack of management policies have become the most notable weak links in the Yangtze River flood control system.Existing studies lack in-depth investigation into the operation sequence and activation timing of floodplains and polders.They also do not thoroughly examine the differences in flood discharge and storage effects arising from various combina-tions of different types of floodplains(mid-channel bars and outer floodplains).This study constructs a two-dimen-sional unsteady flow mathematical model to quantitatively analyze the flood diversion effects under different activa-tion water levels and operation modes,aiming to provide a scientific basis for the hierarchical optimal operation and flood control management of floodplains and polders.[Methods]The lower Jingjiang reach and the Hukou-Datong reach were selected as typical areas.A two-dimensional unsteady flow mathematical model was established based on MIKE 21,and the flood evolution processes of floodplains and polders under different operation modes were simula-ted under the 1954 flood condition regulated by the Three Gorges Reservoir and the upstream reservoir group.[Results]The operation of floodplains and polders effectively reduced short-term flood water levels.In the lower Jingjiang reach,the maximum water level reduction at Shishou and Diaoguan stations reached 0.44 m and 0.36 m,respectively,and the duration with reductions exceeding 5 cm lasted about 5.7 days.In the Hukou-Datong reach,the maximum water level reduction at Balijiang,Anqing,and other stations ranged from 0.07 to 0.16 m,and the duration with reductions exceeding 5 cm lasted 1.4 to 3.2 days.After the floodplains were fully filled,the peak-re-duction effect was significantly weakened.The backflow of stored water during the flood recession period caused a slight rise in water level(about 1-4 cm).Comparison of different activation water levels showed that when the acti-vation water level in the Hukou reach was increased from 20.5 m to 22.0 m,the maximum water level reduction a-long the reach increased by 0.07-0.13 m,but the duration with reductions exceeding 5 cm was shortened by 8-24 hours,indicating that activation at a higher water level could cope with more severe floods but resulted in a shorter duration of water level reduction.In addition,the peak-reduction effect was weaker when the floodplains were used only for flood storage than when flood discharge and storage were applied in combination.[Conclusion]Flood-plains and polders are effective regulators for dealing with short-term excessive floods.In operation scheduling,it is necessary to balance the peak-reduction magnitude and the duration of action.Further studies should focus on the comprehensive effects of the combined operation of different types of floodplains and the adaptive management strat-egies.

关键词

长江中下游/防洪安全/洲滩民垸/数学模型/行蓄洪作用

Key words

the middle and lower reaches of the Yangtze River/flood control safety/floodplain and polder/mathe-matical model/flood discharge and storage effects

分类

建筑与水利

引用本文复制引用

元媛,毛冰,刘佳明,刘宝楠,王敏..长江中下游典型洲滩民垸行蓄洪作用研究[J].长江科学院院报,2026,43(4):10-17,26,9.

基金项目

国家重点研发计划项目(2023YFC3209501) (2023YFC3209501)

水利部三峡后续工作项目(CKSG2024272/HL) (CKSG2024272/HL)

中央级公益性科研院所基本科研业务费项目(CKSF2024326/HL,CKSF2023313/HL) (CKSF2024326/HL,CKSF2023313/HL)

国家自然科学基金长江水科学研究联合基金项目(U2240206,U2240224) (U2240206,U2240224)

长江科学院院报

1001-5485

访问量0
|
下载量0
段落导航相关论文