PDF(4390 KB)
Application Effect of Relief Wells in the Treatment of Piping Emergency in Yaodi Levee of Hanjiang River
CUI Hao-dong, PEI Yi, LI Shao-long, FAN Yue
Journal of Changjiang River Scientific Research Institute ›› 2024, Vol. 41 ›› Issue (11) : 82-87.
PDF(4390 KB)
PDF(4390 KB)
Application Effect of Relief Wells in the Treatment of Piping Emergency in Yaodi Levee of Hanjiang River
Yaodi levee of Hanjiang River is a national first-class embankment, serving as an important flood control barrier safeguarding the Hanbei Plain and Wuhan City. The Lijiazhou levee of Tianmen City is a historical danger section, with a series of piping dangers occurred in this section of the Hanjiang River during the autumn flood season of 2021. A new design of relief well was applied to treat hidden danger of piping in 2022. A three-dimensional seepage model was established and the effect of relief well under different working conditions was analyzed for design. Simulation data shows that the relief well has a significant drainage and pressure reduction effect, and the permeability stability meets the requirements under flood conditions. No piping danger occurred during the 2023 flood period of the Hanjiang River when the flood level was 1.3 m higher than the flood level during 2021 in this embankment section. It indicates that the relief wells played a significant role in flood control and disaster reduction. Practical application shows that relief well is one of the most effective measures for typical pipe surge hazards of binary structure embankment foundation. This study provides references for dealing with similar levee pipe surge hazards.
pipe surge hazard / relief well / hazard remediation / seepage simulation / Yaodi levee of Hanjiang River
| [1] |
冯源. 2020年长江中下游堤防险情特点分析与思考[J]. 人民长江, 2020, 51(12): 31-33, 51.
(
|
| [2] |
水利部长江水利委员会. 2020年长江流域大洪水防御[M]. 武汉: 长江出版社, 2022.
(Changjiang Water Resources Commission,Ministry of Water Resources. Flood prevention in the Yangtze River Basin in 2020[M]. Wuhan: Changjiang Publishing House, 2022. (in Chinese))
|
| [3] |
黄定强, 陈汉宝, 王继红. 湖北省长江干堤堤基地质结构及险情初步分析[J]. 湖北水力发电, 2000, 14(1): 38-40, 52.
(
|
| [4] |
张家发, 丁金华, 张伟, 等. 论堤防管涌的危急性及其分类的意义[J]. 长江科学院院报, 2019, 36(10):1-10.
通过回顾荆江大堤的管涌实例和已经围绕管涌开展的模型模拟研究工作,得到了一系列启示;建立了管涌危急性和致溃型管涌概念,并分别展开了讨论,认为管涌危急性概念的提出有利于开展各影响因素对管涌规律作用的定量研究;对管涌危急性具有特殊影响的因素包括洪水过程、堤内水位、管涌位置、管涌附近及其扩展路径上的地层结构条件和土体性质、渗流控制措施等;根据危急性对管涌进行分类,是管涌分类施策的重要基础,也是提高管涌险情处置针对性与科学性的重要途径。一般情况下,可以将堤身管涌,以及管涌扩展过程没有收敛迹象、短期内可能扩展至堤身附近的堤基管涌划归为致溃型管涌,需要立即采取抢险处置措施遏止其进一步演化,或者立即启动应对决堤的预案。
(
The concepts of piping’s criticality and piping tending to breach dyke were presented in the light of some cases of piping happened in the Jingjiang stretch of Yangtze River dyke and the studies of piping modelling. The concept of piping’s criticality is conducive for the quantitative research on factors affecting piping’s evolution. Special influence factors on criticality of piping include: flood process, water level in the protected area, piping’s location, structure and soil properties near the piping and along its evolution path, as well as seepage control measures. Classifying piping according to criticality lays an important foundation for the separate treatment of different piping types,and is also a vital approach to improving the pertinence and scientific decision of piping treatment. Generally, piping in the embankment, and those extending fast to the embankment, should be recognized as piping tending to breach dyke, which should be followed with treatment measures to hinder the evolution, or emergency plans implemented immediately.
|
| [5] |
|
| [6] |
毛昶熙, 段祥宝, 蔡金傍, 等. 悬挂式防渗墙控制管涌发展的试验研究[J]. 水利学报, 2005, 36(1):42-50.
(
|
| [7] |
王大宇. 管涌发展与悬挂式防渗墙作用机制研究[D]. 北京: 清华大学, 2015.
(
|
| [8] |
|
| [9] |
姚秋玲, 丁留谦, 刘昌军, 等. 堤基管涌机理及防治设计准则研究[J]. 中国防汛抗旱, 2022, 32(1): 75-79.
(
|
| [10] |
张家发, 吴昌瑜, 朱国胜. 堤基渗透变形扩展过程及悬挂式防渗墙控制作用的试验模拟[J]. 水利学报, 2002, 33(9): 108-111, 116.
(
|
| [11] |
王复明, 李嘉, 石明生, 等. 堤坝防渗加固新技术研究与应用[J]. 水力发电学报, 2016, 35(12): 1-11.
(
|
| [12] |
张伟. 过滤器可拆换式减压井实用手册[M]. 武汉: 长江出版社, 2014.
(
|
| [13] |
吴昌瑜, 张伟, 李思慎, 等. 减压井机械淤堵机制与防治方法试验研究[J]. 岩土力学, 2009, 30(10): 3181-3187.
(
|
| [14] |
张挺, 詹杰民, 陈小春, 等. 北江大堤减压井效果分析及改进方法研究[J]. 长江科学院院报, 2010, 27(12): 52-58.
(
|
| [15] |
崔皓东, 裴怡, 王金龙, 等. 一种堤防在役减压井淤堵状态在线监测装置: CN219715173U[P]. 2023-09-19.
(
|
| [16] |
黄雍, 翁朝晖, 覃莲超, 等. 堤防运行工况变化条件下管涌险情整治研究及实践: 以汉江遥堤李家洲险段为例[J]. 人民长江, 2023, 54(6): 226-230, 241.
(
|
| [17] |
王大明, 胡雄飞, 由星莹, 等. 汉江遥堤加固工程设计要点回顾[J]. 人民长江, 2013, 44(9): 1-4.
(
|
| [18] |
崔皓东, 陆齐, 陈劲松, 等. 长江干堤典型管涌险情成因分析及对策研究[J]. 水利水电快报, 2021, 42(1):54-58.
(
|
| [19] |
张伟, 许继军, 吴昌瑜. 可拆换过滤器减压井的应用研究[J]. 人民长江, 2009, 40(3):81-83.
(
|
/
| 〈 |
|
〉 |