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  • Comparison of observed and numerically water transport inside a large undisturbed soil column is one of important procedures for studies of the water and chemicals movement in soil pore system. A setup for undisturbed soil column experiments was constructed in such a manner that a broad variety of initial and boundary conditions may be applied (Matula et al., 1998bú. The undisturbed column of Typic Hapludoll, O.3 m in diameter and 0.85 m in height was taken in a hard plastic container from the field to the laboratory. A dripping head equipped with syringe needles was used to create relatively homogeneous irrigation intensity. The sand tank was connected at the bottom of the soil column to establish pressure head /soil water potential) selected form 0.00 m to -0.90 m. Thus the boundary conditions at the soil surface and at the bottom of soil column were well controlled and defined. A transport of water was observed using sets of tensiometers for the pressure head measurements and sets of the TDR needle
  • Comparison of observed and numerically water transport inside a large undisturbed soil column is one of important procedures for studies of the water and chemicals movement in soil pore system. A setup for undisturbed soil column experiments was constructed in such a manner that a broad variety of initial and boundary conditions may be applied (Matula et al., 1998bú. The undisturbed column of Typic Hapludoll, O.3 m in diameter and 0.85 m in height was taken in a hard plastic container from the field to the laboratory. A dripping head equipped with syringe needles was used to create relatively homogeneous irrigation intensity. The sand tank was connected at the bottom of the soil column to establish pressure head /soil water potential) selected form 0.00 m to -0.90 m. Thus the boundary conditions at the soil surface and at the bottom of soil column were well controlled and defined. A transport of water was observed using sets of tensiometers for the pressure head measurements and sets of the TDR needle (en)
Title
  • Physical and numerical modeling of water regime in soil profile
  • Physical and numerical modeling of water regime in soil profile (en)
skos:prefLabel
  • Physical and numerical modeling of water regime in soil profile
  • Physical and numerical modeling of water regime in soil profile (en)
skos:notation
  • RIV/60460709:41210/03:00005461!RIV/2004/MSM/412104/N
http://linked.open.../vavai/riv/strany
  • 344-353
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM 412100004)
http://linked.open...vai/riv/dodaniDat
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  • 620882
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  • RIV/60460709:41210/03:00005461
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  • soil column, tensiometer, TDER, initial and boundary conditions, inverse numerical modeling, optimization procedure (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [BFE0EB7DA467]
http://linked.open...v/mistoKonaniAkce
  • Smolenický zámok
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  • Bratislava
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  • Zborník - z konferencie (CD) s medzinarodnou účastou %22Hydrologia na prahu 21. storocia- Vizie a realita%22
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http://linked.open...nichUcastnikuAkce
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Kodešová, Radka
  • Matula, Svatopluk
  • Kozáková, H.
  • Křivohlavý, P.
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
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  • Ústav hydrológie SAV
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  • 80-89139-00-0
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  • 41210
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