进气值面,井流模型,完整井,Boussinesq方程,解析解,参数反演模型


," /> 进气值面,井流模型,完整井,Boussinesq方程,解析解,参数反演模型


,"/> <span>Modified Theis Well Model and Its Analytical Solution in Unconfined Aquifers Considering Capillary Saturated Zone</span>

Journal of Jilin University(Earth Science Edition) ›› 2025, Vol. 55 ›› Issue (2): 563-574.doi: 10.13278/j.cnki.jjuese.20230151

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Modified Theis Well Model and Its Analytical Solution in Unconfined Aquifers Considering Capillary Saturated Zone

Jin Haoying1,2,Cheng Dawei 1,2Zhan Hongbing3Yang Shengke1,2Zhang Xiaofei4Zhang Lin1,2   

  1. 1. School of Water and Environment, Chang’an University, Xi’an 710064,China

    2. Key Laboratory of Subsurface Hydrology and Ecological Effects in Arid Region (Chang’an University),Ministry of Education,

    Xi’an 710064,China

    3. Department of Geology and Geophysics, Texas A&M University, College Station, TX 77843-3115, USA

    4. Xi’an Qujiang Meibei Lake Investment and Construction Co., Ltd., Xi’an 710300,China

  • Online:2025-03-26 Published:2025-05-10
  • Supported by:
    Supported by the National Key Research and Development Program of China (2020YFC1808304) and the National Natural Science Foundation of China (41602237)

Abstract:

Due to the limitation of setting the upper boundary at the free surface located at the water table, the Theis well model in unconfined aquifers has some problems such as unsound theoretical basis and unreasonable physical meaning of parameters. To overcome these issues, firstly, the well model is revised by moving the free surface from the water table to the air entry plane, and takes the Boussinesq equation located at the air entry plane as the governing equation, and derives the analytical solution of the model; Then, a parameter inversion model is constructed to calibrate the model parameters. By comparing the revised model drawdown and the theoretical drawdown of the classical model with the measured drawdown, it verifies the rationality of the well revised model proposed in this paper. Then, the variation characteristics of the air entry plane elevation under the modified well model are discussed by using parameter sensitivity analysis. Finally, the computational method and variation characteristics of seepage velocity in the vertical direction of the air entry plane are discussed. It is found that the drawdown curve obtained by the revised model coincides with the measured drawdown curve; The air entry plane elevation increases with increasing distance from the center of the well and the specific yield and decreases with increasing pumping flow rate. In the early stage of pumping, the air entry plane elevation decreases with increasing hydraulic conductivity, but the opposite is true in the late stage of pumping. The calculation results of the analytical expressions of the seepage velocity in the vertical direction based on the water balance relation at the air entry plane (based on the linearized or non-linearized equation, using complete solutionor approximate solution) and based on continuity equation of seepage flow at the air entry plane (based on the linearized equation, using complete solution) under five conditions are basically consisent, and the trends of the curve are consistent with each other, showing a nonlinear increase with the prolongation of pumping time.

Key words: air entry plane, well model, fully penetrating well, Boussinesq equation, analytical solution, parameter inversion model

CLC Number: 

  • P641.2
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