Мобильная версия

Доступно журналов:

3 288

Доступно статей:

3 891 637

 

Скрыть метаданые

Автор Olsen, Harold W.
Дата выпуска 1966
dc.description Data obtained with a new laboratory technique for measuring the hydraulic conductivity of saturated clays show that Darcy's law is obeyed at low gradients in saturated kaolinite over a wide range of porosities. The new technique involves producing arbitrary constant flow rates through a rigidly confined clay sample, using a multispeed syringe pump, and measuring the gradients induced thereby with a differential pressure transducer. This procedure avoids the errors in the conventional technique that arise from atmospheric contamination and from the long time intervals needed to obtain measurable flow rates. The results presented, together with the previous evidence, suggest that Darcy's law is valid in many saturated natural clays and clayey sediments, but that exceptions may occur in extremely fine‐grained clays and also where high gradients are present in shallow, unconfined sediments or in granular soils containing small amounts of clay. (Key words: Permeability; porous mediums.)
Формат application.pdf
Копирайт This paper is not subject to U.S. copyright. Published in 1966 by the American Geophysical Union.
Название Darcy's law in saturated kaolinite
Тип article
DOI 10.1029/WR002i002p00287
Electronic ISSN 1944-7973
Print ISSN 0043-1397
Журнал Water Resources Research
Том 2
Первая страница 287
Последняя страница 295
Выпуск 2
Библиографическая ссылка Fireman, M., Permeability measurements on disturbed soil samples, Soil Sci., 58, 337–353, 1944.
Библиографическая ссылка Hansbo, S., Consolidation of clay with special reference to the influence of vertical sand drains, Swedish Geotech. Inst. Proc., 18, 41–46, 1960.
Библиографическая ссылка Kemper, W. D., Water and ion movement in thin films as influenced by the electrostatic charge and diffuse layer of cations associated with clay mineral surfaces, Soil Sci. Soc. Am. Proc., 24, 10–16, 1960.
Библиографическая ссылка Li, S. P., Measuring extremely low velocity of water in clays, Soil Sci., 95, 410–413, 1963.
Библиографическая ссылка Low, P. F., Viscosity of water in clay systems, Clays and Clay Minerals, 8, 170–182, Pergamon Press, Inc., New York, 1960.
Библиографическая ссылка Low, P. F., Physical chemistry of clay‐water interaction, Advances in Agronomy, 13, 269–327, Academic Press, Inc., New York, 1961.
Библиографическая ссылка Lutz, J. F., W. D.Kemper, Intrinsic permeability of clay as affected by clay‐water interaction, Soil Sci., 88, 83–90, 1959.
Библиографическая ссылка Macey, H. H., Clay‐water relationships, Phys. Soc. London, 52, 625–656, 1940.
Библиографическая ссылка Martin, R. T., Adsorbed water on clay—a review, Clays and Clay Minerals, 9, 28–70, Pergamon Press, Inc., New York, 1962.
Библиографическая ссылка Michaels, A. S., C. S.Lin, Effects of counter‐electro‐osmosis and sodium ion exchange on permeability of kaolinite, Ind. Eng. Chem., 471, 1249–1253, 1955.
Библиографическая ссылка Miller, R. J., P. F.Low, Threshold gradient for water flow in clay systems, Soil Sci. Soc. Am. Proc., 27, 605–609, 1963.
Библиографическая ссылка Olsen, H. W., Hydraulic flow through saturated clays, Clays and Clay Minerals, 9, 131–161, Pergamon Press, Inc., New York, 1962.
Библиографическая ссылка Olsen, H. W., Deviations from Darcy's law in saturated clays, Soil Sci. Soc. Am. Proc., 29, 135–140, 1965.
Библиографическая ссылка Terzaghi, C., Principles of soil mechanics, 3, Determination of permeability of clay, Eng. News‐Record, 95, 832–836, 1925.
Библиографическая ссылка Von Engelhardt, W., W. L. M.Tunn, The flow of fluids through sandstonesIll. State Geol. Surv. Circ., 194, 17, 1955.

Скрыть метаданые