改进的Theis井流模型及其解析解——考虑含水层顶板的挠曲作用

王旭升; 陈崇希

Volume 27 Issue 2

Mar. 2002

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > Earth Science > 2002 > 27(2): 199-202

WANG Xu-sheng, CHEN Chong-xi, 2002. Analysis of Modified Theis Model on Well Flow: Considering Bending of the Confining Stratum. Earth Science, 27(2): 199-202.

Citation:

WANG Xu-sheng, CHEN Chong-xi, 2002. Analysis of Modified Theis Model on Well Flow: Considering Bending of the Confining Stratum. Earth Science, 27(2): 199-202.

WANG Xu-sheng, CHEN Chong-xi, 2002. Analysis of Modified Theis Model on Well Flow: Considering Bending of the Confining Stratum. Earth Science, 27(2): 199-202.

Citation:

WANG Xu-sheng, CHEN Chong-xi, 2002. Analysis of Modified Theis Model on Well Flow: Considering Bending of the Confining Stratum. Earth Science, 27(2): 199-202.

PDF( 221 KB)

Analysis of Modified Theis Model on Well Flow: Considering Bending of the Confining Stratum

Institute of Environmental Geoscience, China University of Geosciences, Wuhan 430074, China

Received Date: 2001-04-23
Publish Date: 2002-03-25

Abstract

Abstract

Theis model is the basic classic theory of pumping groundwater flow in confined aquifers, which neglects the bending effects of confining stratum on the aquifer water releasing. A new model is introduced in this paper with the theory of elastic plates to modify Theis model. The analysis of the new model is proved that drawdown evaluated by Theis model is low, which also was shown in the pumping test.
- groundwater,
- Theis model,
- bending.

FullText(HTML)

References(8)

References

[1]	Theis C V. The relation between lowering of the piezometric surface and the rate and duration of discharge of a well using ground water storage[J]. Trans Amer Geophys Union, 1935, 16: 519-524.
[2]	Jacob C E. 论弹性承压含水层中的水流[A]. 见: 张宏仁. 地下水水力学的发展[C]. 北京: 地质出版社, 1992.58 -70. Jacob C E. Theflow of waterin an elastic artestian aquifer [A]. In: ZHANG H R, ed. Development of groundwater hydraulics[C]. Beijing: Geological Publishing House, 1992.58-70.
[3]	陈崇希, 吴修义. 边界附近地下水不稳定井流试验数据的分析法[A]. 见: 综合治理和利用矿床大面积地下水经验汇编[C]. 北京: 煤炭工业出版社, 1979.22-41. CHEN C X, WU X Y. Analytical methods of transcient wel-lflow test data close by boundary[A]. In: The experiences of harnesing and utilizing of mine groundwater inlarge areas[C]. Beijing: Coal Industry Press, 1979, 22 -41.
[4]	Bear J. Dynamics of fluids in porous media[M]. New York: Elsevier Publishing Co, 1972.54-55.
[5]	张蔚榛. 地下水非稳定流计算和地下水资源评价[M]. 北京: 科学出版社, 1983.12-17. ZHANG W Z. Caculating on transcient seapage and evaluating on water resources[M]. Beijing: Sci Press, 1983. 12-17.
[6]	曲庆璋, 章权, 季求知, 等. 弹性板理论[M]. 北京: 人民交通出版社, 2000.27-30. QU Q Z, ZHANG Q, JI Q Z, et al. The theory of elastic plates[M]. Beijing: Public Communicational Publishing House, 2000.27-30.
[7]	Selvadural A P S (Canada). Analysis of the actions between earth and foundation[M]. Beijing: China Railways Press, 1984.132-139.
[8]	陈崇希, 林敏. 地下水动力学[M]. 武汉: 中国地质大学出版社, 1998.28.