The influence of drain pipe location and diameter on seepage through an earth dam

被引:6
作者
Hassan, Waqed H. [1 ,2 ]
Zwain, Haider M. [3 ]
机构
[1] Univ Warith Al Anbiyaa, Coll Engn, Kerbala, Iraq
[2] Univ Kerbala, Coll Engn, Civil Engn Dept, Kerbala, Iraq
[3] Al Qasim Green Univ, Coll Engn, Babylon 51001, Al Qasim Provin, Iraq
关键词
Earth dam; Seepage; Slope stability; Drain pipes; Non-linear regression;
D O I
10.1016/j.asej.2023.102475
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Earth dams are built for various reasons these including storage of water, regulation of water flow, prevention of flooding, and the generation of hydroelectric power. The drain pipes within an earth dam, are considered one of the more important control devices used to reduce the effects of problems caused by seepage. As such, the role of drain pipes against seepage problems in an earth dam, has been studied numerically in this investigation. The effects of drain pipe location and their diameters (50, 75, 100, and 150 mm), were examined using different hydraulic heads. The analysis focuses on the characteristics of relative seepage flow, exit gradient, and factor of safety regarding sliding. A range of models of typical earth dams, with and without drain pipes, have been simulated using Geo-Studio software in SEEP/W and SLOPE/W applications, examining more than 200 different cases. By using the data computed from numerical models, new formulas for predicting the seepage parameters and factors of safety were developed in this study by using the multiple non-linear regression (NLR) approaches. The findings show that the presence of a drain pipe reduces seepage flow and the exit gradient, at the same time increasing the factor of safety. Regarding pipe diameter, the rate of seepage and exit gradient decreased while the factor of safety increased as the diameter of the pipe increased. The factor of safety increased by between 11 and 25% when the drain pipe was placed in an optimal position, allowing for a reduction in seepage flow and exit gradient.
引用
收藏
页数:12
相关论文
共 50 条
[21]   Seepage Model Experiment of Earth Fill Dam Due to Heavy Rains [J].
Tanaya, Namihiko ;
Kuroda, Shuichi ;
Kuribayashi, Kentaro ;
Hara, Tadashi .
CLIMATE CHANGE ADAPTATION FROM GEOTECHNICAL PERSPECTIVES, CREST 2023, 2024, 447 :415-425
[22]   Delving into Earth Dam Dynamics: Exploring the Impact of Inner Impervious Core and Toe Drain Arrangement on Seepage and Factor of Safety during Rapid Drawdown Scenarios [J].
Utepov, Yelbek Bakhitovich ;
Mkilima, Timoth ;
Aldungarova, Aliya Kairatovna ;
Shakhmov, Zhanbolat Anuarbekovich ;
Akhazhanov, Sungat Berkinovich ;
Saktaganova, Nargul Amanovna ;
Abdikerova, Uliya Baktybaevna ;
Budikova, Aigul Moldashevna .
INFRASTRUCTURES, 2023, 8 (10)
[23]   Effect of zones' dimensions and geometry on seepage through zoned earth dams [J].
Mostafa M.M. ;
Zhenzhong S. .
Journal of Engineering and Applied Science, 2023, 70 (01)
[25]   Seepage modeling assisted optimal design of a homogeneous earth dam: Procedure evolution [J].
Hussain, Ihssan A. Abdul ;
Kashyap, Deepak ;
Prasad, K. S. Hari .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2007, 133 (02) :116-130
[26]   Seismic dynamic responses of earth-rock dam considering wave and seepage [J].
Jing, Wei ;
Wang, Jingxuan .
JOURNAL OF VIBROENGINEERING, 2020, 22 (02) :403-415
[27]   Considerations on deterministic analysis model of seepage flow in earth-rock dam [J].
Gu, CS ;
Zhang, QF .
FORECASTING AND MITIGATION OF WATER-RELATED DISASTERS, THEME C, PROCEEDINGS: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS, 2001, :211-218
[28]   The Analysis on Mechanism of Earth-rock Dam Seepage and Discussion on Strengthening Measures [J].
Chuai, Minzhao ;
Zhao, Baidong .
FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 :4518-4520
[29]   Seepage Through Earth Dams with Internal Cut Off [J].
Attia, Michael ;
Abdel Razek, Mohamed ;
Salam, Adel Abdel .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2021, 39 (08) :5767-5774
[30]   Seepage Through Earth Dams with Internal Cut Off [J].
Michael Attia ;
Mohamed Abdel Razek ;
Adel Abdel Salam .
Geotechnical and Geological Engineering, 2021, 39 :5767-5774