Analytical Model of Groundwater Flow in a Rectangular Domain for Spatiotemporally Distributed Recharge
Ping-Cheng Hsieh
Department of Soil and Water Conservation, National Chung Hsing University, Taichung, Taiwan
Search for more papers by this authorPo-Wen Yu
Department of Soil and Water Conservation, National Chung Hsing University, Taichung, Taiwan
Search for more papers by this authorCorresponding Author
Ming-Chang Wu
Department of Soil and Water Conservation, National Chung Hsing University, Taichung, Taiwan
Correspondence:
Ming-Chang Wu ([email protected])
Search for more papers by this authorPing-Cheng Hsieh
Department of Soil and Water Conservation, National Chung Hsing University, Taichung, Taiwan
Search for more papers by this authorPo-Wen Yu
Department of Soil and Water Conservation, National Chung Hsing University, Taichung, Taiwan
Search for more papers by this authorCorresponding Author
Ming-Chang Wu
Department of Soil and Water Conservation, National Chung Hsing University, Taichung, Taiwan
Correspondence:
Ming-Chang Wu ([email protected])
Search for more papers by this authorFunding: This work was supported by National Science and Technology Council of Taiwan under grant no. MOST 109-2313-B-005-037.
ABSTRACT
This study introduces a reliable analytical solution to the two-dimensional linearised Boussinesq equation, applicable to groundwater flow in an anisotropic rectangular aquifer over an impervious stratum. Validation is performed using a numerical solution based on the finite difference method for the nonlinear Boussinesq equation. Additionally, the proposed two-dimensional analytical model for finite or semi-infinite domains effectively estimates groundwater level changes due to diffuse recharge, with converging simulation results as the finite domain size increases. By incorporating Horton's equation to represent the spatiotemporally varying diffuse recharge, the study provides a more accurate method for estimating groundwater level fluctuations, allowing the model to simulate real-world recharge patterns more effectively than previous analytical models. The analytical simulations for groundwater level estimations in the Zeng Wen river basin agree well with field data and display that the peak groundwater levels shift in the direction at both observation stations, with a time lag of approximately 2–5 days, demonstrating its applicability in predicting groundwater levels under various hydrological and geological conditions. This suggests that the current model offers advantages over previous analytical methods, such as greater accuracy and efficiency, allowing for quicker assessments and broader applicability to various recharge patterns and aquifer conditions.
Open Research
Data Availability Statement
The field data used are available at https://gweb.wra.gov.tw/hydroinfo/ and https://www.moeacgs.gov.tw/ of the Water Resources Agency and Central Geological Survey, Ministry of Economic Affairs, Taiwan.
References
- Abo, R. K., and B. J. Merkel. 2015. “Investigation of the Potential Surface–Groundwater Relationship Using Automated Base-Flow Separation Techniques and Recession Curve Analysis in Al Zerba Region of Aleppo, Syria.” Arabian Journal of Geosciences 8: 10543–10563.
- Aksoy, H., and H. Wittenberg. 2011. “Nonlinear Baseflow Recession Analysis in Watersheds With Intermittent Streamflow.” Hydrological Sciences Journal–Journal des Sciences Hydrologiques 56, no. 2: 226–237.
- Akylas, E., and A. D. Koussis. 2007. “Response of Sloping Unconfined Aquifer to Stage Changes in Adjacent Stream. I. Theoretical Analysis and Derivation of System Response Functions.” Journal of Hydrology 338, no. 1–2: 85–95. https://doi.org/10.1016/j.jhydrol.2007.02.021.
- Bansal, R. K. 2013. “Groundwater Flow in Sloping Aquifer Under Localized Transient Recharge: Analytical Study.” Journal of Hydraulic Engineering 139, no. 11: 1165–1174. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000784.
- Bansal, R. K., C. K. Lande, and A. Warke. 2016. “Unsteady Groundwater Flow Over Sloping Beds: Analytical Quantification of Stream–Aquifer Interaction in Presence of Thin Vertical Clogging Layer.” Journal of Hydrologic Engineering 21, no. 7: 04016017. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001362.
- Barenblatt, G. I., V. M. Entov, and V. M. Ryzhik. 1990. Theory of Fluid Flows Through Natural Rocks. Dordrecht: Kluwer Academic Publishers.
10.1007/978-94-015-7899-8 Google Scholar
- Barling, R. D., and I. D. Moore. 1994. “Role of Buffer Strips in Management of Waterway Pollution: A Review.” Environmental Management 18, no. 4: 543–558. https://doi.org/10.1007/BF02400858.
- Barling, R. D., I. D. Moore, and R. B. Grayson. 1994. “A Quasi-Dynamic Wetness Index for Characterizing the Spatial Distribution of Zones of Surface Saturation and Soil Water Content.” Water Resources Research 30, no. 4: 1029–1044. Portico. https://doi.org/10.1029/93wr03346.
- Beven, K. J., and M. J. Kirkby. 1979. “A Physically Based, Variable Contributing Area Model of Basin Hydrology/Un modèle à Base Physique de Zone d'appel Variable de l'hydrologie du Bassin Versant.” Hydrological Sciences Journal 24, no. 1: 43–69. https://doi.org/10.1080/02626667909491834.
10.1080/02626667909491834 Google Scholar
- Boussinesq, J. 1877. Essai Sur La Théorie Des Eaux Courantes, 319. France: Imprimerie Nationale.
- Bredehoeft, J. D., S. S. Papadopulos, and H. H. Cooper. 1982. “Groundwater: The Water Budget Myth.” Scientific Basis of Water Resource Management 51: 57.
- Callahan, T. J., V. M. Vulava, M. C. Passarello, and C. G. Garrett. 2012. “Estimating Groundwater Recharge in Lowland Watersheds.” Hydrological Processes 26, no. 19: 2845–2855. https://doi.org/10.1002/hyp.8356.
- Cao, G., B. R. Scanlon, D. Han, and C. Zheng. 2016. “Impacts of Thickening Unsaturated Zone on Groundwater Recharge in the North China Plain.” Journal of Hydrology 537: 260–270. https://doi.org/10.1016/j.jhydrol.2016.03.049.
- Chirico, R. D., M. Frenkel, V. V. Diky, K. N. Marsh, and R. C. Wilhoit. 2003. “ThermoML an XML-Based Approach for Storage and Exchange of Experimental and Critically Evaluated Thermophysical and Thermochemical Property Data. 2. Uncertainties.” Journal of Chemical and Engineering Data 48, no. 5: 1344–1359. https://doi.org/10.1021/je100999j.
- Coelho, V. H. R., S. Montenegro, C. N. Almeida, et al. 2017. “Alluvial Groundwater Recharge Estimation in Semi-Arid Environment Using Remotely Sensed Data.” Journal of Hydrology 548: 1–15. https://doi.org/10.1016/j.jhydrol.2017.02.054.
- Davidsen, S., R. Löwe, N. H. Ravn, L. N. Jensen, and K. Arnbjerg-Nielsen. 2018. “Initial Conditions of Urban Permeable Surfaces in Rainfall-Runoff Models Using Horton's Infiltration.” Water Science and Technology 77, no. 3: 662–669. https://doi.org/10.2166/wst.2017.580.
- Van der Kamp, G., and H. Maathuis. 1991. “Annual Fluctuations of Groundwater Levels as a Result of Loading by Surface Moisture.” Journal of Hydrology 127, no. 1–4: 137–152. https://doi.org/10.1016/0022-1694(91)90112-U.
- Diao, N., Q. Li, and Z. Fang. 2004. “Heat Transfer in Ground Heat Exchangers With Groundwater Advection.” International Journal of Thermal Sciences 43, no. 12: 1203–1211. https://doi.org/10.1016/j.ijthermalsci.2004.04.009.
- El-Rawy, M., O. Batelaan, K. Buis, et al. 2020. “Analytical and Numerical Groundwater Flow Solutions for the FEMME-Modeling Environment.” Hydrology 7, no. 2: 27. https://doi.org/10.3390/hydrology7020027.
- Fan, J., K. T. Oestergaard, A. Guyot, and D. A. Lockington. 2014. “Estimating Groundwater Recharge and Evapotranspiration From Water Table Fluctuations Under Three Vegetation Covers in a Coastal Sandy Aquifer of Subtropical Australia.” Journal of Hydrology 519: 1120–1129. https://doi.org/10.1016/j.jhydrol.2014.08.039.
- Govindaraju, R. S., and J. K. Koelliker. 1994. “Applicability of Linearized Boussinesq Equation for Modeling Bank Storage Under Uncertain Aquifer Parameters.” Journal of Hydrology 157, no. 1–4: 349–366. https://doi.org/10.1016/0022-1694(94)90113-9.
- Harman, C., and M. Sivapalan. 2009. “A Similarity Framework to Assess Controls on Shallow Subsurface Flow Dynamics in Hillslopes.” Water Resources Research 45, no. 1: 7067. https://doi.org/10.1029/2008WR007067.
10.1029/2008WR007067 Google Scholar
- Horton, R. E. 1940. “An Approach Toward a Physical Interpretation of Infiltration Capacity.” Soil Science Society of America Proceedings 5, no. 399–417: 24. https://doi.org/10.2136/sssaj1941.036159950005000C0075x.
10.2136/sssaj1941.036159950005000C0075x Google Scholar
- Hsieh, P. C., and M. C. Wu. 2023. “Changes in Groundwater Flow in an Unconfined Aquifer Adjacent to a River Under Surface Recharge.” Hydrological Sciences Journal 68: 920–937. https://doi.org/10.1080/02626667.2023.2193295.
10.1080/02626667.2023.2193295 Google Scholar
- Lee, D. R., and J. A. Cherry. 1979. “A Field Exercise on Groundwater Flow Using Seepage Meters and Mini-Piezometers.” Journal of Geological Education 27, no. 1: 6–10. https://doi.org/10.5408/0022-1368-27.1.6.
10.5408/0022-1368-27.1.6 Google Scholar
- Liang, H., W. Qin, K. Hu, H. Tao, and B. Li. 2019. “Modelling Groundwater Level Dynamics Under Different Cropping Systems and Developing Groundwater Neutral Systems in the North China Plain.” Agricultural Water Management 213: 732–741. https://doi.org/10.1016/j.agwat.2018.11.022.
- Liang, X., and Y. K. Zhang. 2012. “A New Analytical Method for Groundwater Recharge and Discharge Estimation.” Journal of Hydrology 450: 17–24. https://doi.org/10.1016/j.jhydrol.2012.05.036.
- Lockington, D. A., J. Y. Parlange, M. B. Parlange, and J. Selker. 2000. “Similarity Solution of the Boussinesq Equation.” Advances in Water Resources 23, no. 7: 725–729. https://doi.org/10.1016/S0309-1708(00)00004-X.
- Maddock, T., III, and L. B. Vionnet. 1998. “Groundwater Capture Processes Under a Seasonal Variation in Natural Recharge and Discharge.” Hydrogeology Journal 6, no. 1: 24–32. https://doi.org/10.1007/s100400050131.
- Özisik, M. N. 1968. Boundary Value Problems of Heat Conduction. New York, NY, USA: Dover Publications Inc.
- Patel, S., T. I. Eldho, A. K. Rastogi, and A. Rabinovich. 2022. “Groundwater Parameter Estimation Using Multiquadric-Based Meshfree Simulation With Covariance Matrix Adaptation Evolution Strategy Optimization for a Regional Aquifer System.” Hydrogeology Journal 30, no. 7: 2205–2221.
- Patel, S., and A. K. Rastogi. 2017. “Meshfree Multiquadric Solution for Real Field Large Heterogeneous Aquifer System.” Water Resources Management 31: 2869–2884.
- Parlange, J.-Y., W. L. Hogarth, R. S. Govindaraju, M. B. Parlange, and D. Lockington. 2000. “On an Exact Analytical Solution of the Boussinesq Equation.” Transport in Porous Media 39, no. 3: 339–345. https://doi.org/10.1023/a:1006504527622.
- Pathania, T., A. Bottacin-Busolin, A. K. Rastogi, and T. I. Eldho. 2019. “Simulation of Groundwater Flow in an Unconfined Sloping Aquifer Using the Element-Free Galerkin Method.” Water Resources Management 33: 2827–2845. https://doi.org/10.1007/s11269-019-02261-4.
- Pitt, R., S.-E. Chen, and S. Clark. 2002. “Compacted Urban Soils Effects on Infiltration and Bioretention Stormwater Control Designs.” Global Solutions for Urban Drainage: 1–21. https://doi.org/10.1061/40644(2002)14.
10.1061/40644(2002)14 Google Scholar
- Pitt, R., S. Clark, and R. Field. 1999. “Groundwater Contamination Potential From Stormwater Infiltration Practices.” Urban Water 1, no. 3: 217–236. https://doi.org/10.1016/s1462-0758(99)00014-x.
- Rupp, D. E., and J. S. Selker. 2006. “On the Use of the Boussinesq Equation for Interpreting Recession Hydrographs From Sloping Aquifers.” Water Resources Research 42, no. 12: 5080. https://doi.org/10.1029/2006WR005080.
- Serrano, S. E., and S. R. Workman. 1998. “Modeling Transient Stream/Aquifer Interaction With the Non-Linear Boussinesq Equation and Its Analytical Solution.” Journal of Hydrology 206, no. 3–4: 245–255. https://doi.org/10.1016/S0022-1694(98)00111-5.
- Sophocleous, M. 2000. “From Safe Yield to Sustainable Development of Water Resources—The Kansas Experience.” Journal of Hydrology 235, no. 1–2: 27–43. https://doi.org/10.1016/S0022-1694(00)00263-8.
- Taylor, O. J., and R. R. Luckey. 1972. “A New Technique for Estimating Recharge Using a Digital Model a.” Groundwater 10, no. 6: 22–26. https://doi.org/10.1111/j.1745-6584.1972.tb02945.x.
10.1111/j.1745-6584.1972.tb02945.x Google Scholar
- Telyakovskiy, A. S., G. A. Braga, and F. Furtado. 2002. “Approximate Similarity Solutions to the Boussinesq Equation.” Advances in Water Resources 25, no. 2: 191–194. https://doi.org/10.1016/S0309-1708(01)00026-4.
- Tolikas, P. K., E. G. Sidiropoulos, and C. D. Tzimopoulos. 1984. “A Simple Analytical Solution for the Boussinesq One-Dimensional Groundwater Flow Equation.” Water Resources Research 20, no. 1: 24–28. https://doi.org/10.1029/WR020i001p00024.
- Troch, P. A., C. Paniconi, and A. E. Emiel van Loon. 2003. “Hillslope-Storage Boussinesq Model for Subsurface Flow and Variable Source Areas Along Complex Hillslopes: 1. Formulation and Characteristic Response.” Water Resources Research 39, no. 11: WR001728. https://doi.org/10.1029/2002WR001728.
- Troch, P. A., A. H. Van Loon, and A. G. Hilberts. 2004. “Analytical Solution of the Linearized Hillslope-Storage Boussinesq Equation for Exponential Hillslope Width Functions.” Water Resources Research 40, no. 8: 2850. https://doi.org/10.1029/2003WR002850.
- Verhoest, N. E., and P. A. Troch. 2000. “Some Analytical Solutions of the Linearized Boussinesq Equation With Recharge for a Sloping Aquifer.” Water Resources Research 36, no. 3: 793–800. https://doi.org/10.1029/1999WR900317.
- Western, A. W., and R. B. Grayson. 1998. “The Tarrawarra Data Set: Soil Moisture Patterns, Soil Characteristics, and Hydrological Flux Measurements.” Water Resources Research 34, no. 10: 2765–2768. Portico. https://doi.org/10.1029/98wr01833.
- Wu, M. C., and P. C. Hsieh. 2020. “Variation of Groundwater Flow Caused by any Spatiotemporally Varied Recharge.” Water 12: 287–303.