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Simulation of Lake-Groundwater Interaction under Steady-State Flow.
Lu, Chuiyu; Zhang, Bo; He, Xin; Cao, Guoliang; Sun, Qingyan; Yan, Lingjia; Qin, Tao; Li, Tianchen; Li, Zepeng.
Afiliación
  • Lu C; State Key Laboratory of Simulation and Regulation of Water Cycles in River Basins, China Institute of Water Resources and Hydropower Research, Beijing, 100038, China.
  • Zhang B; Department of Water Resources, China Institute of Water Resources and Hydropower Research Beijing, 100038, China.
  • He X; Department of Water Resources, China Institute of Water Resources and Hydropower Research Beijing, 100038, China.
  • Cao G; Department of Water Resources, China Institute of Water Resources and Hydropower Research Beijing, 100038, China.
  • Sun Q; Department of Hydrology, Geological Survey of Denmark and Greenland, Copenhagen, 1350, Denmark.
  • Yan L; State Key Laboratory of Simulation and Regulation of Water Cycles in River Basins, China Institute of Water Resources and Hydropower Research, Beijing, 100038, China.
  • Qin T; State Key Laboratory of Simulation and Regulation of Water Cycles in River Basins, China Institute of Water Resources and Hydropower Research, Beijing, 100038, China.
  • Li T; State Key Laboratory of Simulation and Regulation of Water Cycles in River Basins, China Institute of Water Resources and Hydropower Research, Beijing, 100038, China.
  • Li Z; State Key Laboratory of Simulation and Regulation of Water Cycles in River Basins, China Institute of Water Resources and Hydropower Research, Beijing, 100038, China.
Ground Water ; 59(1): 90-99, 2021 01.
Article en En | MEDLINE | ID: mdl-32700342
ABSTRACT
MODFLOW is one of the most popular groundwater simulation tools available; however, the development of lake modules that can be coupled with MODFLOW is lacking apart from the LAK3 package. This study proposes a new approach for simulating lake-groundwater interaction under steady-state flow, referred to as the sloping lakebed method (SLM). In this new approach, discretization of the lakebed in the vertical direction is independent of the spatial discretization of the aquifer system, which can potentially solve the problem that the lake and groundwater are usually simulated at different scales. The lakebed is generalized by a slant at the bottom of each lake grid cell, which can be classified as fully submerged, dry, and partly submerged. The SLM method accounts for all lake sources and sinks, establishing a governing equation that can be solved using Newton's method. A benchmarking case study was conducted using a modified model setup in the LAK3 user manual. It was found that when there is a sufficient number of layers at the top of the groundwater model, SLM simulates an almost identical groundwater head as the LAK3-based model; when the number of layers decreases, SLM is unaffected while LAK3 may be at a risk of giving unrealistic results. Additionally, the SLM can reflect the relationship between the simulated lake surface area and lake water depth more accurately. Therefore, the SLM method is a promising alternative to the LAK3 package when simulating lake-groundwater interaction.
Asunto(s)

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Asunto principal: Agua Subterránea Idioma: En Revista: Ground Water Asunto de la revista: SAUDE AMBIENTAL / TOXICOLOGIA Año: 2021 Tipo del documento: Article País de afiliación: China

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Asunto principal: Agua Subterránea Idioma: En Revista: Ground Water Asunto de la revista: SAUDE AMBIENTAL / TOXICOLOGIA Año: 2021 Tipo del documento: Article País de afiliación: China