Groundwater is an important influential factor of bank slope stability, and drainage facility for bank slope is necessary in waterway regulation project. Horizontal drainage holes could effectively reduce groundwater level by draining away the water of deep soils. The drainage effect of horizontal drainage holes in bank slope is studied by means of three-dimensional transient seepage numerical simulation. The numerical result agrees with indoor model test result. The groundwater of slope converges to horizontal drain and drains away from slope. Simulation of characteristic real bank slope shows that the drainage effect of horizontal drain for bank slope is apparent, and the control region of seepage field is enlarged. The deeper the drainage hole is, the better the drainage effect is. The research results could provide references for the application of horizontal drainage holes in waterway regulation engineering.
Key words
horizontal drainage holes /
bank slope /
groundwater /
seepage field /
numerical simulation /
replaceable filter
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References
[1] 唐晓松,郑颖人,刘 亮,等. 水平排水孔在岸坡治理工程中的应用. 重庆大学学报, 2010, 33(4): 80-87.
胡启芳. 采用水平排水孔治理滑坡的探讨. 公路与汽运,2009, (4): 142-144.
林建东, 董夫钱. 水平降排水技术在滑坡治理中的应用. 探矿工程, 2006, 33(4): 38-40.
定培中,周 密,张 伟,等. 可拆换过滤器在排水管井中的应用. 岩土工程学报, 2016, 38(增1): 94-98.
朱国胜, 李少龙, 吴庆华. 荆江河段岸坡排水关键技术数学模型及试验研究. 武汉:长江科学院, 2016.
毛昶熙. 渗流计算分析与控制. 北京:中国水利水电出版社, 2003.
张家发. 三维饱和非饱和稳定非稳定渗流场的有限元模拟. 长江科学院院报, 1997, 14(3): 35-38.
张家发, 张 伟, 王金龙. 防渗墙作用下堤防保护区地下水动态数值模拟分析Ⅱ:多元结构堤基条件下的数值模拟. 长江科学院院报, 2007, 24(2): 34-38.