A Numerical Investigation of Transient Groundwater Flows with a Phreatic Surface Along Complex Hillslopes
Most of the existing models for analyzing unconfined flows in hillslope aquifers are based on the Boussinesq (1877) equation. In the development of these models, the assumption of negligible bed-normal velocity was employed, thus restricting their application to shallow groundwater-flow situations....
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| 格式: | Artigo |
| 语言: | Inglês |
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Sciendo
2020-03-01
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| 丛编: | Slovak Journal of Civil Engineering |
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| 在线阅读: | https://doi.org/10.2478/sjce-2020-0002 |
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