期刊文献+

地下水向水平井三维流动的有限层分析 被引量:4

Finite layer analysis of three-dimensional groundwater flow to horizontal well
原文传递
导出
摘要 基于地下水向水平井三维流动数学模型,利用半解析数值分析原理推导了层状各向异性承压含水层有限层方程,给出了水平井源汇项计算公式,编制了相应的计算程序,实现了有限层方程的求解。通过算例的解析解和有限差分解验证了有限层法及程序的正确性,对比分析了有限层法与有限差法的计算效率。结果表明,有限层法适于层状各向异性承压含水层中地下水向水平井三维流动问题的模拟分析,且具有较高的计算效率。 Based on three-dimensional mathematical model of groundwater flow to horizontal well,the finite layer equations and the formula of sources and sinks is presented by using the principles of semi-analytical numerical analysis in layered anisotropic confined aquifer.A computer program is developed for solving the finite layer equations.Numerical examples are given and compared with analytical solution and finite difference solution to verify the validity of the presented method and the program.The comparative analysis of finite layer method(FLM) and finite difference method(FDM) shows that the FLM is suitable for modeling the three-dimensional groundwater flow to horizontal well in anisotropic layered confined aquifer;and it has high computational efficiency.
出处 《岩土力学》 EI CAS CSCD 北大核心 2011年第3期922-926,共5页 Rock and Soil Mechanics
关键词 有限层法 各向异性承压含水层 地下水 水平井 finite layer method anisotropic confined aquifer groundwater horizontal well
  • 相关文献

参考文献15

  • 1SEINES K, LIEU S C, HANG B T. Troll horizontal welltests demonstrate large production potential from oil zones[J]. SPE Reservoir Engineering, 1994, 9(2): 133- 139.
  • 2SAWYER C S, LIEUALLEN DULAM K K. Productivity comparison of horizontal and vertical ground water remediation well scenarios [J]. Ground Water, 1998, 36(1): 98- 103.
  • 3詹红兵,万军伟.水资源和环境工程中水平井研究简介[J].地球科学(中国地质大学学报),2003,28(5):511-516. 被引量:8
  • 4JOSHI S D. Augmentation of well productivity with slant and horizontal wells[J]. Journal of Petroleum Technology, 1988, 40(6): 729-739.
  • 5HANTUSH M S, PAPADOPULOS I S. Flow of ground water to collector wells[J]. Journal of the Hydraulics Division, 1962.5:221-244.
  • 6TARSHISH M. Combined mathematical model of flow in an aquifer-horizontal well system[J]. Ground Water, 1992, 30(6): 931-935.
  • 7ZHAN H, WANG L V, PARK E. On the horizontal-well pumping tests in anisotropic confined aquifers[J]. Journal of Hydrology, 2001, 252(1-4): 37- 50.
  • 8ZHAN H. Analytical study of capture time to a horizontal well[J]. Journal of Hydrology, 1999, 2 l 7(1/2): 46- 54.
  • 9ZHAN H, CAO J. Analytical and semi-analytical solutions of horizontal well capture times under no-flow and constant-head boundaries[J]. Advances in Water Resources, 2000, 23(8): 835-848.
  • 10PARK E, ZHAN H. Hydraulics of a finite-diameter horizontal well with well bore storage and skin effect [J]. Advances in Water Resources, 2002, 25(4): 389-400.

二级参考文献57

  • 1薛禹群,叶淑君,谢春红,张云.多尺度有限元法在地下水模拟中的应用[J].水利学报,2004,35(7):7-13. 被引量:66
  • 2王文科.用改进的时间差分有限分析法模拟地下水非稳定井流方程[J].水科学进展,1996,7(2):112-118. 被引量:4
  • 3王旭东,魏道垛,宰金珉.群桩-土-承台结构共同作用的数值分析[J].岩土工程学报,1996,18(4):27-33. 被引量:20
  • 4张问清 赵锡宏 等.任意力系作用下的层状弹性半空间的有限层分析方法[J].岩土工程学报,1981,(3).
  • 5Cheung Y. K., Finite strip method in structural mechanics [M]. Pergamon, New York, 1976.
  • 6Small J C, Booker J R. Finite layer analysis of layered elastic materials using a flexibility approach [J]. Int. J. Numer. Methods Eng., 1984, 20(6):1025-1037.
  • 7Booker J.R., Small J.C.,Finite layer analysis of consolidation I [J]. International Journal for Numerical Analysis Methods Geomechanics. 1982a,6(2),151-171.
  • 8Booker J.R., Small J.C.,Finite layer analysis of consolidation II [J]. International Journal for Numerical Analysis Methods Geomechanics. 1982b,6(2),173-194.
  • 9A.M. Oskoorouchi, B. Novrouzian. Zoned finite strip method and its application in geomechanics [J]. Computers and Geotechnics, 1991,11 (2):265-294.
  • 10Stanley Smith S, Myron B. Allen, Jay Puckett. The finite layer method for groundwater flow models [J].Water Resources Research. 1992, 28(6): 1715-1722.

共引文献14

同被引文献42

  • 1薛禹群,叶淑君,谢春红,张云.多尺度有限元法在地下水模拟中的应用[J].水利学报,2004,35(7):7-13. 被引量:66
  • 2崔凯,杨国伟,李兴斯,李宝元.用同伦方法反演非饱和土中溶质迁移参数[J].力学学报,2005,37(3):307-312. 被引量:12
  • 3张问清,赵锡宏,宰金珉.任意力系作用下的层状弹性半空间的有限层分析方法[J].岩土工程学报,1981,3(2):27-42.
  • 4SEPULVEDA N. Three-dimensional flow in the storative semiconfining layers of a leaky aquifer[J]. Ground Water, 2008, 4ti(1): 144 - 155.
  • 5HEMKER C J. Transient well flow in vertically heterogeneous aquifers[J]. Journal of Hydrology, 1999, 225(1/2): 1 - 18.
  • 6HEMKER C J. Transient well flow in layered aquifer systems: the uniform well-face drawdown solution[J]. Journal of Hydrology, 1999, 225(1/2): 19 - 44.
  • 7BAKKER M. An analytic, approximate method for modeling steady, three-dimensional flow to partially penetrating wells[J]. Water Resources Research, 2001, 37(5): 1301- 1308.
  • 8BAKKER M, STRACK, O D L. Analytic elements for multi-aquifer flow[J]. Journal of Hydrology, 2003, 226(1/2/3/4): 119- 129.
  • 9BAKKER M, KELSON V A, LUTHER K H. Multilayer analytic element modeling of radial collector wells[J]. Ground Water, 2005, 43(2): 926 - 934.
  • 10CHEUNG Y K, CHAKRABARTI S. Free vibration of thick, layered rectangular plates by a finite layer method[J]. Journal of Sound and Vibratio, 1972, 21(3): 277 - 284.

引证文献4

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部