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Differential water capacity of soil

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Języki publikacji
EN
Abstrakty
EN
In the pressure form of Richards' seepage equation, the differential wa-ter capacity function is used and calculation of its values is necessary to solve the equation. The course of function variability was determined basing on the soil moisture characteristic. To obtain simpler solutions, the water capacity was expressed as a function of moisture. Using van Genuchten and logistic functions, its course for six soils available in the relevant literature was determined. Two sandy soils were used to dis-cuss the water capacity hysteresis and simple formulae were proposed, enabling the coefficient for scanning runs to be determined.
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Twórcy
  • Institute of Water Engineering and Water Management, Cracow Univer-sity of Technology, 24 Warszawska St., 31-155 Cracow, Poland, wksiazyn@smok.wis.pk.edu.pl
Bibliografia
  • Averjanov S. F, Golovanov A. I., Nikolskij J. K. (1974), Calculations of Water Regime for Irrigated Lands, Gidrotechnika i Melioracija 3, 34-41 (in Russian).
  • Buckingham E. (1907), Studies on the Movement of a Soil Moisture, USDA Bureau of Soils Bull. 38.
  • Corey G. L., Corey A. T., Brooks R. H. (1965), Similitude for Nonsteady Drainage of Partially Saturated Soils, Hydrology Papers Colorado State Univ., 9, Fort Collins.
  • Genuchten M. Th. van (1980), A Closed Form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils, Soil Sci. Soc. Am. J., 44, 892-898.
  • Hantush M. S. (1964), Hydraulics of Wells, [in:] Advances in Hydroscience, Vol. 1, V. T Chow (ed.), Academic Press, New York, 281-432.
  • Kaluarachchi J. J., Parker J. C. (1987), Effects of Hysteresis with Air Entrapment on Flow in the Unsaturated Zone, Water Resour. Res., 23, 10, 1967-1976.
  • Kovács G. (1981), Seepage Hydraulics, Budapest, Akademiai Kiado.
  • Książyński K. (1990), Simplified Description of Water Infiltration through Vadose Zone, Gos-podarka Wodna, 50(4), 85-88 (in Polish).
  • Momii K., Jinno K., Ueda T, Kodama A. (1988), Study on the Infiltration Rate from Drainage Facilities, Interaction between Groundwater and Surface Water, Proc. Int. Symposium, ed. P. Dahlblom, G. Lindh, Ystad, Lund University.
  • Philip J. R. (1957), Numerical Solution of Equations of the Diffusion Type with Diffusivity Concentration-depend: 2, Australian J. Phys., 10, 29-42.
  • Richards L. A. (1931), Capillary Conduction of Liquids through Porous Media, Physics, 1, 318-333.
  • Rubin J., Steinhard R. (1963), Soil Water Relations during Rain Infiltration, I Theory Soil Sci. Soc. Am. Proc., 3.
  • Staple W. J., Gupta R. P. (1966), Infiltration into Homogeneous and Layered Columns of Aggregated Loam, Silt Loam and Slay Loam, Canad .1. Soil Sci., 46, 3,
  • Zaradny H. (1977), Modelling of Water Flow in the Vadose Zone, Rozprawy Hydrot., 37, 83-131 (in Polish).
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Bibliografia
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bwmeta1.element.baztech-article-BAT3-0021-0005
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