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Statements

Subject Item
n2:RIV%2F60460709%3A41210%2F03%3A00005459%21RIV%2F2004%2FMSM%2F412104%2FN
rdf:type
n9:Vysledek skos:Concept
dcterms:description
Comparison of observed and numerically simulated 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., 1998b). The undisturbed column of Typic Hapludoll, 0.3 m in diameter and 0.85 m in height was taken in a hard plastic container from thefield to the laboratory. A dripping head equipped with syringe needles was used to create relatively homogeneous irrigation pattern of water over the soil surface. The impulse pump was used to control well the irrigation intensity. The sand tank was con nected at the bottom of the soil column to establish pressure head (soil water potential) selected from 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 Comparison of observed and numerically simulated 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., 1998b). The undisturbed column of Typic Hapludoll, 0.3 m in diameter and 0.85 m in height was taken in a hard plastic container from thefield to the laboratory. A dripping head equipped with syringe needles was used to create relatively homogeneous irrigation pattern of water over the soil surface. The impulse pump was used to control well the irrigation intensity. The sand tank was con nected at the bottom of the soil column to establish pressure head (soil water potential) selected from 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
dcterms:title
Physical and numerical modeling of water dynamics in soil profile Physical and numerical modeling of water dynamics in soil profile
skos:prefLabel
Physical and numerical modeling of water dynamics in soil profile Physical and numerical modeling of water dynamics in soil profile
skos:notation
RIV/60460709:41210/03:00005459!RIV/2004/MSM/412104/N
n3:strany
313-322
n3:aktivita
n12:Z
n3:aktivity
Z(MSM 412100004)
n3:cisloPeriodika
2
n3:dodaniDat
n10:2004
n3:domaciTvurceVysledku
n7:3864251 n7:2336863
n3:druhVysledku
n14:J
n3:duvernostUdaju
n8:S
n3:entitaPredkladatele
n17:predkladatel
n3:idSjednocenehoVysledku
620881
n3:idVysledku
RIV/60460709:41210/03:00005459
n3:jazykVysledku
n18:eng
n3:klicovaSlova
soil column;tensiometer;TDR;initial and boundary conditions;inverse numerical modeling;optimization procedure
n3:klicoveSlovo
n5:optimization%20procedure n5:inverse%20numerical%20modeling n5:initial%20and%20boundary%20conditions n5:soil%20column n5:tensiometer n5:TDR
n3:kodStatuVydavatele
SK - Slovenská republika
n3:kontrolniKodProRIV
[7739E058B373]
n3:nazevZdroje
Acta Hydrologica Slovaca
n3:obor
n11:DF
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
4
n3:pocetUcastnikuAkce
0
n3:pocetZahranicnichUcastnikuAkce
0
n3:rokUplatneniVysledku
n10:2003
n3:svazekPeriodika
4
n3:tvurceVysledku
Kodešová, Radka Křivohlavý, P. Kozáková, Helena Matula, Svatopluk
n3:zamer
n16:MSM%20412100004
s:issn
1335-6291
s:numberOfPages
10
n15:organizacniJednotka
41210