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Автор Youngs, E. G.
Дата выпуска 1971
dc.description An analysis of the seepage through unconfined aquifers with lower boundaries of any shape is presented. The differential equation describing the flow includes a term that involves the pressure distribution on the lower boundary. Although in many problems all the required pressure distributions that enable the seepage problem to be solved are not known exactly, an inspection of a given problem gives extreme values of any unknown terms with a final result of known precision. The application of the analysis, checked by electric analog experiments, is illustrated by two examples of seepage problems: first, the seepage over an inclined plane between two parallel ditches; and second, the seaward flow of fresh‐water fed by a freshwater reservoir or by rainfall and supported on saline water from the sea.
Формат application.pdf
Копирайт Copyright 1971 by the American Geophysical Union.
Название Seepage through Unconfined Aquifers with Lower Boundaries of Any Shape
Тип article
DOI 10.1029/WR007i003p00624
Electronic ISSN 1944-7973
Print ISSN 0043-1397
Журнал Water Resources Research
Том 7
Первая страница 624
Последняя страница 631
Выпуск 3
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Библиографическая ссылка Muskat, M., The Flow of Homogeneous Fluids through Porous Media, 763, McGraw‐Hill, New York, 1937.
Библиографическая ссылка Polubarinova‐Kochina, P. Ya., Theory of Ground Water Movement (Moscow, 1952)J. M.Roger de Wiest, 613, Princeton University Press, Princeton, New Jersey, 1962.
Библиографическая ссылка Youngs, E. G., Horizontal seepage through unconfined aquifers with hydraulic conductivity varying with depth, J. Hydrol., 3, 283, 1965.
Библиографическая ссылка Youngs, E. G., Horizontal seepage through unconfined aquifers with nonuniform hydraulic conductivity, J. Hydrol., 4, 91, 1966a.
Библиографическая ссылка Youngs, E. G., Exact analysis of certain problems of ground‐water flow with free surface conditions, J. Hydrol., 4, 277, 1966b.

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