Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (10): 2871-2878.doi: 10.16285/j.rsm.2023.0375

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Semi-analytical solutions for groundwater flow dynamics in confined aquifers under constant-rate injection considering clogging of aquifers around well

LI Jiong1, 2, 3, LI Ming-guang1, 2, ZHAN Hong-bing4, CHEN Jin-jian1, 2, XIA Xiao-he1, 2, ZHANG Shuo3   

  1. 1. Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China; 2. Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Shanghai Jiao Tong University, Shanghai 200240, China; 3. Department of Hydraulic Engineering, Tsinghua University, Beijing, 100084, China; 4. Department of Geology & Geophysics, Texas A&M University, Texas 77843, USA
  • Received:2023-03-28 Accepted:2023-07-26 Online:2023-10-13 Published:2023-10-16
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42077166), the Science & Technology Commission of Shanghai Municipality (22DZ1202904) and the Natural Science Foundation of Shanghai (22ZR1430800).

Abstract:

To investigate the effect of clogging of aquifers around well on the flow dynamics in the well vicinity during the constant-rate recharge using a partially penetrating injection well, an analytical model for well hydraulics was proposed with special consideration of the clogging-related permeability reduction, which was assumed to reduce exponentially with time. By means of the variable substitution and the Laplace and finite Fourier cosine transforms, the solutions for the hydraulic head increment in the Laplace domain were derived and then the solutions in the real-time domain were obtained using the Stehfest numerical inversion method. A parametric study indicates that: a smaller asymptotic hydraulic conductivity Kr,∞ can not only increase the hydraulic head increment and the injection pressure during the recharge process but also accelerate the flow dynamics of the recharged aquifer at the quasi-steady state, whereas a larger permeability reduction exponent λ only result in larger hydraulic head increment and the injection pressure during the recharge process but doesn’t affect the flow dynamics at the quasi-steady state. The hydraulic head difference distribution due to various Kr,∞ and λ values reaches its maximum value in the wellbore and then decreases gradually with the radial distance. The findings of this study can offer theoretical reference for the estimation and prediction of the clogging in the aquifer around well during the constant-rate injection test.

Key words: clogging of aquifers around well, constant-rate injection, partially penetrating well, well hydraulics, semi-analytical solutions

CLC Number: 

  • TU42
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