Interdependence Between River Aquifer Groundwater Flow and Temperature–Depth Profiles: Type Curves Based on Pi Theorem and Numerical Simulations
Metadatos
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MDPI
Materia
groundwater flow SW-GW interaction non-dimensionalization
Fecha
2025-01-09Referencia bibliográfica
Jiménez Valera, J.A. et. al. Appl. Sci. 2025, 15, 596 [https://doi.org/10.3390/app15020596]
Patrocinador
Fundación Séneca-Agencia de Ciencia y Tecnología de la Región de Murcia and financed by Programa Regional de Movilidad, Colaboración e Intercambio de Conocimiento “Jiménez de la Espada”; Next-Generation EU funding: Programa María Zambrano Sénior (REF: MZSA03)Resumen
The interaction between surface water and groundwater has been extensively
studied due to its water management implications and the potential environmental impacts
arising from it. Experimental studies and numerical modeling have supported analytical
solutions; these solutions have been proposed for specific cases in which the aim has
been to understand discharge/recharge and aquifer characterization. In this study, new
graphical solutions or type curves are provided to estimate the subsurface flow and thermal–
mechanical parameters in anisotropic porous media. Using the non-dimensionalization
technique of the governing equations, new dimensionless groups (lumped parameters)
that govern the solution of both the mechanical problem (uncoupled) and the thermal
problem are obtained. From these groups, and by applying the pi theorem and examining
numerical simulations of numerous cases, user-friendly type curves are obtained. The
recharge flow and hydraulic conductivity are calculated when the thermal properties,
geometrical parameters, and temperature variables are known. To evaluate the reliability of
the type curves, two real case studies are presented: the interaction between the Guadalfeo
River and the Motril-Salobreña coastal aquifer, and the artificial recharge program in the
coastal aquifer of Agua Amarga in southern Spain. For verification, the groundwater flow
obtained from the type curves is compared with the recharge data. In the case of the
river–aquifer interaction, the recharge flow obtained is 13% less than that estimated in
previous studies. Regarding the artificial recharge of the coastal aquifer, the flow obtained
is 21% less than the volume irrigated over the salt marsh. The uncertainties related to
hydrogeological features are considered to have the greatest influence on the error.