A simple solution to tunnel or well discharge under constant drawdown

被引:2
作者
Pierre Perrochet
机构
[1] University of Neuchâtel,Centre of Hydrogeology
来源
Hydrogeology Journal | 2005年 / 13卷
关键词
Well hydraulics; Tunnel discharge;
D O I
暂无
中图分类号
学科分类号
摘要
A simple analytical formula is developed to calculate transient discharge inflow rates into a tunnel or a well under constant drawdown. The agreement with the classical, but cumbersome diffusion-equation-based solution of Jacob and Lohman is excellent throughout the range of dimensionless times. By using only a straightforward logarithmic function, this explicit solution may therefore be used with great computational benefits in practice, and also when further mathematical manipulations such as differentiation or integration are required.
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页码:886 / 888
页数:2
相关论文
共 5 条
[1]  
Jacob JC(1952)New analytical solution for the study of hydraulic interaction between Alpine tunnels and groundwater Trans AGU 33 559-448
[2]  
Maréchal P(2003)undefined Bull Soc Géol Fr 174 441-undefined
[3]  
Perrochet undefined(1992)undefined Irrigation Drainage Systems 6 69-undefined
[4]  
Perrochet undefined(1937)undefined J Appl Phys 8 441-undefined
[5]  
Smith undefined(undefined)undefined undefined undefined undefined-undefined