Cause Analysis of Decline of Low Water Level Downstream the Dam of Xinglong Hydro-junction on Hanjiang River

YOU Xing-ying, WANG Zu-qing, PENG Xiang-peng, WU Zheng, TANG Jin-wu

Journal of Changjiang River Scientific Research Institute ›› 2023, Vol. 40 ›› Issue (11) : 9-15.

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Journal of Changjiang River Scientific Research Institute ›› 2023, Vol. 40 ›› Issue (11) : 9-15. DOI: 10.11988/ckyyb.20220840
River-Lake Protection and Regulation

Cause Analysis of Decline of Low Water Level Downstream the Dam of Xinglong Hydro-junction on Hanjiang River

  • YOU Xing-ying1, WANG Zu-qing1, PENG Xiang-peng1, WU Zheng1, TANG Jin-wu2
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Abstract

During the operation of the Hanjiang Xinglong hydro-junction, the water level below the Xinglong dam has experienced a cumulative decrease of 2.47-2.55 m under the flow rate of 500-800 m3/s, unfavorable for safety and operation. A comprehensive analysis reveals that the declining water level can be attributed to several factors. The Middle Route of the South-to-North Water Transfer Project and its associated compensation measures gave rise the changes of water and sediment conditions in the middle and lower reaches of the Hanjiang River. This resulted in riverbed scouring due to the clear water discharge. Additionally, the construction of the Xinglong hydroproject caused adjustments to the local river regime. Consequently, the downstream thalweg migrated back and forth, leading to bending and lengthening of the mainstream line. Furthermore, the discharge area and channel volume experienced significant increases. The implementation of waterway regulation measures also resulted in the shrinkage of the original shoal and the rapid deepening of the new main channel. Last but not the least, water diversion project from the Yangtze River to the Hanjiang River intensified the scouring force of water flow during medium and dry seasons. These factors collectively contributed to the noticeable decline in low water level in the downstream of the Xinglong dam.

Key words

decline of low water level / riverbed scouring / river regime adjustment / Hanjiang Xinglong Reach / downstream of hydro-junction

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YOU Xing-ying, WANG Zu-qing, PENG Xiang-peng, WU Zheng, TANG Jin-wu. Cause Analysis of Decline of Low Water Level Downstream the Dam of Xinglong Hydro-junction on Hanjiang River[J]. Journal of Changjiang River Scientific Research Institute. 2023, 40(11): 9-15 https://doi.org/10.11988/ckyyb.20220840

References

[1] 许炯心, 师长兴. 汉江丹江口水库下游游荡段河岸侵蚀及其在河床调整中的意义[J]. 科学通报, 1995, 40(18): 1689-1692.
[2] 潘云文,刘 欣,杨克君.侵蚀基准面下降对弯道河床演变的影响[J].长江科学院院报,2023,40(3):11-17.
[3] 唐金武, 由星莹, 李义天, 等. 三峡水库蓄水对长江中下游航道影响分析[J]. 水力发电学报, 2014, 33(1): 102-107.
[4] 饶冠生, 孙尔雨, 李发政. 葛洲坝下游水位下降问题初探[J]. 人民长江, 1999, 30(9): 28-30.
[5] 庞雪松, 杜敬民, 假冬冬, 等. 西江长洲枢纽下游近坝段水位下降特征及调控措施[J]. 水利水运工程学报, 2014(3): 42-48.
[6] 闫世雄, 隆院男, 蒋昌波, 等. 湘江下游水位变化趋势与河床演变关系研究[J]. 水资源与水工程学报, 2019, 30(6): 150-156.
[7] 黄 悦, 董耀华, 王 敏. 长江中游河床下切与节点控制治理初步研究[J]. 长江科学院院报, 2013, 30(11): 4-10.
[8] 陈 立,许文盛,何小花,等. 三峡蓄水后宜昌断面枯水位下降趋势及应对策略分析[J].水运工程,2006(5):59-64, 73.
[9] 牛兰花, 李云中, 杜林霞. 三峡工程坝下游河段控制节点演变及护底试验效果分析[J]. 长江科学院院报, 2014, 31(6): 123-129.
[10] 朱国胜,张家发,刘小江,等.兴隆水利枢纽坝基渗流控制研究[J].长江科学院院报,2016,33(5):145-150.
[11] 郭 炜, 陈义武. 汉江兴隆水利枢纽河段水沙特性变化及对河道演变影响分析[C]∥中国水力发电工程学会水文泥沙专业委员会第七届学术讨论会论文集(上册). 杭州:中国水力发电工程学会,2007: 215-218.
[12] 黄建成, 黄雪颖, 周银军, 等. 汉江兴隆水利枢纽下游近坝段水位下降成因及防治对策[J]. 长江科学院院报, 2022, 39(7): 13-16, 22.
[13] 王建华, 郑建强, 胡定辉, 等. 汉江兴隆水利枢纽尾水位变化对水轮发电机组运行影响科研课题立项申请报告[R]. 武汉:长江勘测规划设计研究有限责任公司,2020.
[14] 朱世洪, 张文传, 陈 鹏, 等. 兴隆水利枢纽鱼道改造工程设计报告[R]. 武汉:长江勘测规划设计研究有限责任公司,2021.
[15] 宾贝丽,由星莹.汉江兴隆-泽口河段演变及枯水位变化分析[J]. 中国农村水利水电,2020(9):105-111.
[16] 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.
[17] 由星莹, 唐金武, 张小峰, 等. 长江中下游阻隔性河段特征及成因初步研究[J]. 水利学报, 2016, 47(4): 545-551.
[18] 冯民权, 郑邦民. 定床上丁坝流场数值模拟[J]. 水力发电学报, 2005, 24(6): 78-82.
[19] 潘庆燊, 余文畴. 国外丁坝研究综述[J]. 人民长江, 1979, 10(3): 51-61.
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