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Design, construction and performance of a pressure chamber for water retention curve determination through traditional and nuclear methods

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
We present in this work a detailed design of a small low-pressure chamber outfitted with a ceramic porous plate for evaluating the soil water retention curve (SWRC) in the water potential range from 0 to -100 kPa. The chamber is made of acrylic and permits the use of one unique soil sample each time. The use of this chamber allows quick measurements of soil moisture using nuclear (based on gamma-ray attenuation) and conventional methods and SWRC determinations made with the designed chamber are in agreement with those obtained using a commercial low-pressure chamber. The chamber was designed especially for testing the use of the nuclear method as an auxiliary tool for SWRC determinations but it can be easily adapted for routine investigations and a practical alternative for the conventional SWRC method.
Czasopismo
Rocznik
Strony
225--230
Opis fizyczny
Bibliogr. 16 poz., rys.
Twórcy
autor
autor
  • Center for Nuclear Energy in Agriculture (CENA), The University of Săo Paulo, C. P. 96, C. E. P. 13.400-970, Piracicaba, SP, Brazil and Federal Agrotechnical College of Inconfidentes (EAFI), C. E. P. 37.576-000, Inconfidentes, MG, Brazil, Tel.: 55, lfpires@cena.usp.br or pireslf@bol.com.br
Bibliografia
  • 1. Bacchi OOS, Reichardt K, Oliveira JCM et al. (1998) Gamma-ray beam attenuation as an auxiliary technique for the evaluation of soil water retention curve. Scientia Agricola 55:499−502
  • 2. Bayer A, Vogel H-J, Roth K (2004) Direct measurement of the soil water retention curve using X-ray absorption.Hydr Earth Syst Sci 8:2−7
  • 3. Chahal RS, Yong RN (1965) Validity of the soil water characteristics determined with the pressurized apparatus. Soil Sci 99:98−103
  • 4. Ferraz ESB, Mansell RS (1979) Determining water content and bulk density of soil by gamma-ray attenuation methods. IFAS, Florida, pp 1−51
  • 5. Klute A (1986) Water retention: laboratory methods. In:Black CA (ed) Methods of soil analysis. Part 1: Physical and mineralogical methods. Soil Sci Soc Am Book Series,5, Madison, pp 635−662
  • 6. Mori Y, Maruyama T, Mitsumo T (1999) Soft X-ray radiography of drainage patterns of structured soils. Soil Sci Soc Am J 63:733−740
  • 7. Pires LF, Bacchi OOS, Reichardt K (2004) Damage to soil physical caused by soil sampler devices as assessed by gamma-ray computed tomography. Aust J Soil Res 42:857−863
  • 8. Pires LF, Bacchi OOS, Reichardt K (2005a) Soil water retention curve determined by gamma-ray beam attenuation.Soil Till Res 83:89−96
  • 9. Pires LF, Bacchi OOS, Reichardt K (2005b) Time of soil water thermodynamic equilibrium during retention curve establishment using gamma-ray beam attenuation.Nukleonika 50:173−177
  • 10. Pires LF, Bacchi OOS, Reichardt K (2005c) Gamma ray computed tomography to evaluate wetting/drying soil structure changes. Nucl Instrum Methods Phys Res B 42:857−863
  • 11. Richards LA (1941) A pressure-membrane extraction apparatus for soil solution. Soil Sci 51:377−386
  • 12. Richards LA, Fireman M (1943) Pressure plate apparatus for measuring moisture sorption and transmission by soils.Soil Sci 56:395−404
  • 13. van Genuchten MTh (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.Soil Sci Soc Am J 44:892−898
  • 14. van Genuchten MTh, Simunek J, Leij FJ et al. (2002)RETC: code for quantifying the hydraulic functions of unsaturated soils. USDA, Riverside
  • 15. Wang CH, Willis DL, Loveland WD (1975)Characteristics of ionizing radiation. In: Wang CH, Willis DL, Loveland WD (eds) Radiotracer methodology in the biological environmental and physics sciences. Prentice-Hall, New Jersey, pp 39−74
  • 16.Warrick AW, Nielsen DR (1980) Spatial variability of soil physical properties in the field. In: Hillel D (ed)Applications of soil physics. Academic Press, New York,pp 319−344
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BUJ5-0003-0017
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