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The document presents a study on the steady-state seepage of groundwater around a Zhukovskii sheet pile through a large irrigated ground mass underlain by a highly permeable layer. It utilizes the Polubarinova-Kochina method to derive analytic solutions for the flow characteristics and examines the impact of various physical parameters on seepage. Limiting cases of the flow are also analyzed, particularly focusing on scenarios without impermeable inclusions and varying pressure heads.
- Author
- snc.miccp
- Language
- EN