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Volume 35 Issue 12
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LIN Zhi-bin, LI Yuan-hai, GUI Chang-lin, LIU Ji-qiang, QIN Xian-lin. Method for steady flow of partially penetrating well in phreatic aquifer under constant flow[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2290-2297.
Citation: LIN Zhi-bin, LI Yuan-hai, GUI Chang-lin, LIU Ji-qiang, QIN Xian-lin. Method for steady flow of partially penetrating well in phreatic aquifer under constant flow[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2290-2297.
shu

Method for steady flow of partially penetrating well in phreatic aquifer under constant flow

  • 1. State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221008, China;
    2.School of Mechanics & Civil Engineering, China University of Mining and Technology, Xuzhou 221008, China;
    3.China Railway Construction & Investment Group Co., Ltd., Shenzhen 51800, China

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  • Received Date: March 17, 2013
  • Published Date: November 30, 2013
    Graphical Abstract
    • Abstract
  • The existing four totally different theoretical formulae for partially penetrating well in phreatic aquifer with different tube lengths under submerged conditions connot better solve the problem caused by unceasing change of phreatic level drawdown in a real project. The diving layer is divided into two parts along the maximum drawdown of water level, and by dopting the integral transformation method, the formulae for steady flow of partially penetrating well in phreatic aquifer are a obtained under constant flow condition when the tube length and submerged conditions are different. Then on this basis, a program is developed by using Delphi and Matlab to analyze the characteristics of well flow. Finally, it is proved that it can be applied to practical projects through a foundation pit example. The research results show that: (1) the formulae can be degenerated to Dupuit formula for penetrating well in phreatic aquifer under certain circumstances, and approximate analytical solution can be obtained under certain circumstances; (2) the self-developed program can be adopted to calculate resistance coefficient and flow automatically and quickly under different conditions of partially penetrating well in phreatic aquifer, which provides many conveniences for analyzing well flow; and (3) It is feasible to apply the proposed formulae in foundation pits with water-resistance enclosures and dewatering.
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    • References (12)
  • [1]
    龚晓南, 高有潮. 深基坑工程设计施工手册[M]. 北京: 中国建筑工业出版社, 2005: 28-50. (GONG Xiao-nan, GAO You-chao. The manual for design and construction of deep foundation pit[M]. Beijing: China Architecture Building Press, 1998: 28-50. (in Chinese))
    [2]
    姚天强, 石振华. 基坑降水手册[M]. 北京: 中国建筑工业出版社, 2005: 29-30. (YAO Tian-qiang, SHI Zhen-hua. The manual of foundation pit dewatering[M]. Beijing: China Architecture Building Press, 2005: 29-30. (in Chinese))
    [3]
    张建中, 安建龙. 不同边界条件下非完整井抽水试验渗透系数计算方法研究[J]. 工程勘察, 2012(4): 47-50. (ZHANG Jian-zhong, AN Jian-long. Study on the permeability coefficient calculation of pumping test of partial penetrating well under different boundary conditions[J]. Geotechnical Investigation Surveying, 2012(4): 47-50. (in Chinese))
    [4]
    CHANG Y C, YEH H D. New solutions to the constant-head test performed at a partially penetrating well[J]. Journal of Hydrology, 2009, 369(1/2): 90-97.
    [5]
    MALAMA B, KUHLMAN K L, BARRASH W. Semi- analytical solution for flow in a leaky unconfined aquifer toward a partially penetrating pumping well[J]. Journal of Hydrology, 2008, 356: 234-244.
    [6]
    王玉林, 谢康和, 李传勋, 等. 抽-灌同轴非完整井承压层非稳定流模型及解析解[J]. 水利学报, 2012, 43(1): 60-68. (WANG Yu-lin, XIE Kang-he, LI Chuan-xun, et al. A mathematical model and its analytical solution for confined aquifer subjected to pumping and recharge implemented by a single partially penetrating well[J]. Journal of Hydraulic Engineering, 2012, 43(1): 60-68. (in Chinese))
    [7]
    黄大中, 谢康和, 应宏伟, 等. 定流量下承压层环向非完整井流理论及应用[J]. 浙江大学学报(工学版), 2012, 46(8): 1437-1443. (HUANG Da-zhong, XIE Kang-he, YING Hong-wei, et al. Theory and application of circularly partial penetrating well flow in a confined aquifer under constant pumping rate[J]. Journal of Zhejiang University(Engineering Science), 2012, 46(8): 1437-1443. (in Chinese))
    [8]
    刘俊龙. 潜水含水层中的非完整井降水设计计算探讨[J]. 岩土工程技术, 2002(5): 297-301. (LIU Jun-long. Research on the simplified method of design for dewatering by annular partially penetrated wells in phreatic aquifer[J]. Geotechnical Engineering Technique, 2002(5): 297-301. (in Chinese))
    [9]
    刘国彬, 王卫东. 基坑工程手册[M]. 北京: 中国建筑工业出版社, 2009: 260-272. (LIU Guo-bin, WANG Wei-dong. Manual of foundation pit[M]. Beijing: China Architecture Building Press, 2009: 260-272. (in Chinese))
    [10]
    陈其平. 非完整井干扰井流量计算公式[J]. 中国煤田地质, 1989, 1(4): 48-50. (CHEN Qi-ping. Computation of groundwater unstable flow and evaluation of groundwater resources[J]. Coal Geology of China, 1989, 1(4): 48-50. (in Chinese))
    [11]
    刘庆方, 刘继强, 谭佩莲, 等. 考虑围护结构隔水作用的基坑流量计算[J]. 隧道建设, 2013, 33(2): 142-146. (LIU Qing-fang, LIU Ji-qiang, TAN Pei-lian, et al. Calculation of water inflow of foundation pits considering water insulation effect of retaining structures[J]. Tunnel Construction, 2013, 33(2): 142-146. (in Chinese))
    [12]
    卢德生, 茹以群, 缪俊发. 非完全隔水基坑的降水计算[J]. 工程勘察, 1998, 6: 25-38. (LU De-sheng, RU Yi-qun, MIU Jun-fa. Dewatering calculation in foundation pit which is not completely watertight[J]. Geotechnical Investigation Surveying, 1998, 6: 25-38. (in Chinese))
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