Hydrological Regime Effect of Qigongling Bend Cut-off in the Lower Jingjiang River

YI Fang-hui, PENG Chi-bin, LI Mi, LU Xiang, GUO Xiao-hu, LUAN Zhen-yu, LI Hong-xiang

Journal of Changjiang River Scientific Research Institute ›› 2023, Vol. 40 ›› Issue (5) : 15-21.

PDF(7592 KB)
PDF(7592 KB)
Journal of Changjiang River Scientific Research Institute ›› 2023, Vol. 40 ›› Issue (5) : 15-21. DOI: 10.11988/ckyyb.20220844
River-Lake Protection and Regulation

Hydrological Regime Effect of Qigongling Bend Cut-off in the Lower Jingjiang River

  • YI Fang-hui1, PENG Chi-bin2, LI Mi2, LU Xiang2, GUO Xiao-hu3, LUAN Zhen-yu4, LI Hong-xiang2
Author information +
History +

Abstract

Since the Three Gorges Reservoir began impounding water, the Qigongling bend in lower Jingjiang River has experienced convex bank erosion and concave bank deposition. The narrowing of the Baxingzhou section due to bank collapses has created a risk of river channel cut-off. Drawing on observation data, we analyzed the precise location of the cut-off in the Qigongling bend, designed a new cut-off channel, and established a 1D-2D coupled, non-steady flow model covering the Dongting Lake and the middle reaches of the Yangtze River to assess the hydraulic effects of the cut-off under typical operating conditions. Results reveal that the cut-off at Qigongling bend will have a considerable impact on the water levels in upstream and downstream river sections and Chenglingji, the flow diversion and zero-flow days at the three outlets of Jingjiang River, as well as the confluence relationship between Jingjiang River and Dongting Lake. Our study provides technical support for assessing flood prevention measures near Chenglingji and for proposing relevant emergency plans. It is of reference value for safeguarding flood control safety in the region and managing and protecting the confluence area of the Jingjiang River and the Dongting Lake.

Key words

cut-off / hydrological regime effect / numerical simulation / non-steady flow model / Qigongling bend

Cite this article

Download Citations
YI Fang-hui, PENG Chi-bin, LI Mi, LU Xiang, GUO Xiao-hu, LUAN Zhen-yu, LI Hong-xiang. Hydrological Regime Effect of Qigongling Bend Cut-off in the Lower Jingjiang River[J]. Journal of Changjiang River Scientific Research Institute. 2023, 40(5): 15-21 https://doi.org/10.11988/ckyyb.20220844

References

[1] 潘庆燊. 长江中下游河道整治研究[M]. 北京: 中国水利水电出版社, 2011.
[2] 李义天, 唐金武, 朱玲玲. 长江中下游河道演变与航道整治[M]. 北京: 科学出版社, 2012.
[3] 余文畴. 长江河道探索与思考[M]. 北京: 中国水利水电出版社, 2017.
[4] 许全喜,袁 晶,伍文俊,等.三峡工程蓄水运用后长江中游河道演变初步研究[J].泥沙研究,2011(2):38-46.
[5] 许全喜.三峡工程蓄水运用前后长江中下游干流河道冲淤规律研究[J].水力发电学报,2013,32(2):146-154.
[6] 朱玲玲, 许全喜, 陈子寒. 新水沙条件下荆江河段强冲刷响应研究[J]. 应用基础与工程科学学报, 2018, 26(1): 85-97.
[7] 李宁波, 曾 勇, 吴忠明. 长江荆江河段七弓岭弯道主流撇弯原因初探[J]. 人民长江, 2013, 44(1): 22-25.
[8] 朱玲玲, 许全喜, 熊 明. 三峡水库蓄水后下荆江急弯河道凸冲凹淤成因[J]. 水科学进展, 2017, 28(2): 193-202.
[9] 谢思泉, 刘 亚, 卢金友. 三峡水库运用后连续急弯河道冲淤特性分析[J]. 长江科学院院报, 2021, 38(1): 8-13, 26.
[10] 渠 庚, 郭小虎, 何 娟, 等. 下荆江熊家洲至城陵矶弯曲型河段河床调整规律[J]. 南水北调与水利科技(中英文), 2020, 18(6): 156-163, 169.
[11] 卢金友, 渠 庚, 李发政, 等. 下荆江熊家洲至城陵矶河段演变分析与治理思路探讨[J]. 长江科学院院报, 2011, 28(11): 113-118.
[12] 刘亦伦, 李志威, 谭 岚, 等. 熊家洲新汊道对七弓岭弯道水动力调整的影响[J]. 长江科学院院报, 2022, 39(3): 8-12, 20.
[13] 陈时若, 龙 慧. 下荆江裁弯前后江湖关系的变化[J]. 泥沙研究, 1991(3): 53-61.
[14] 唐日长. 下荆江裁弯对荆江洞庭湖影响分析[J]. 人民长江, 1999, 30(4): 20-23.
[15] 李志威, 袁 帅, 朱玲玲, 等. 荆江河段4次裁弯后干流河道调整研究[J]. 长江流域资源与环境, 2018, 27(4): 882-890.
[16] 袁 帅, 李志威, 朱玲玲. 七弓岭弯道颈口裁弯条件及其对城陵矶水位影响[J]. 水力发电学报, 2019, 38(2): 89-100.
[17] 袁 帅, 李志威, 朱玲玲, 等. 下荆江七弓岭弯道崩岸机理研究[J]. 泥沙研究, 2020, 45(1): 21-28.
[18] 周柏林, 栾震宇, 刘晓群, 等. 变化环境下七里山水域高洪水位研究[J]. 水利学报, 2018, 49(4): 456-463.
[19] 胡四一, 谭维炎. 无结构网格上二维浅水流动的数值模拟[J]. 水科学进展, 1995, 6(1): 1-9.
[20] 胡四一, 施 勇, 王银堂, 等. 长江中下游河湖洪水演进的数值模拟[J]. 水科学进展, 2002, 13(3): 278-286.
[21] 施 勇, 栾震宇, 胡四一. 长江中下游水沙数值模拟研究[J]. 水科学进展, 2005, 16(6): 840-848.
[22] 姚仕明,郭小虎,陈 栋,等.2020年汛期长江中下游河道洪水过程及特性分析[J].中国防汛抗旱,2021,31(2):5-10.
PDF(7592 KB)

Accesses

Citation

Detail

Sections
Recommended

/