Analytical solution for steady-state groundwater inflow into a drained circular tunnel in a semi-infinite aquifer: A revisit

被引：135
|
作者：
Park, Kyung-Ho [1 ]
Owatsiriwong, Adisorn [1 ]
Lee, Joo-Gong [2 ]
机构：
[1] Asian Inst Technol, Sch Engn & Technol, Klongluang 12120, Pathumthani, Thailand
[2] DODAM E&C Co Ltd, Anyang, Gyeonggi Do, South Korea
来源：
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY | 2008年 / 23卷 / 02期
关键词：
analytical solution; tunnels; groundwater flow; semi-infinite aquifer;
D O I：
10.1016/j.tust.2007.02.004
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This study deals with the comparison of existing analytical solutions for the steady-state groundwater inflow into a drained circular tunnel in a semi-infinite aquifer. Two different boundary conditions (one for zero water pressure and the other for a constant total head) along the tunnel circumference, used in the existing solutions, are mentioned. Simple closed-form analytical solutions are re-derived within a common theoretical framework for two different boundary conditions by using the conformal mapping technique. The water inflow predictions are compared to investigate the difference among the solutions. The correct use of the boundary condition along the tunnel circumference in a shallow drained circular tunnel is emphasized. (c) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码：206 / 209
页数：4
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