This HTML5 document contains 46 embedded RDF statements represented using HTML+Microdata notation.

The embedded RDF content will be recognized by any processor of HTML5 Microdata.

Namespace Prefixes

PrefixIRI
n18http://linked.opendata.cz/ontology/domain/vavai/riv/typAkce/
dctermshttp://purl.org/dc/terms/
n10http://localhost/temp/predkladatel/
n6http://purl.org/net/nknouf/ns/bibtex#
n20http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n12http://linked.opendata.cz/ontology/domain/vavai/
n15https://schema.org/
n13http://linked.opendata.cz/resource/domain/vavai/zamer/
shttp://schema.org/
n4http://linked.opendata.cz/ontology/domain/vavai/riv/
skoshttp://www.w3.org/2004/02/skos/core#
n5http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F60460709%3A41210%2F04%3A9528%21RIV%2F2005%2FMSM%2F412105%2FN/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n9http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n19http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n17http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n11http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n16http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n8http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n7http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F60460709%3A41210%2F04%3A9528%21RIV%2F2005%2FMSM%2F412105%2FN
rdf:type
n12:Vysledek skos:Concept
dcterms:description
Unsaturated and saturated soil hydraulic properties were determined and compared for three sandy soils at adjacent field sites. Drying soil -water retention curves were measured on soil specimens using a pressure plate apparatus. Saturated hydraulic conductivities (Ks) were measured with a Guelph permeatmeter and falling head tests. Parameter optimization was used to simultanously estimate thedrying and wetting soil-water retention and hydraulic conductviity curves from cone permeameter and multistep inflow/outflow data. Ks values from all test methods were within an order of magnitude of each other at each site and, as expected, trended with bulk density. The Quelph permeameter generally yielded the highest Ks values. The soil-water retention curves were similar in shape, except for the cone permeameter curves, which had steeper slopes due to rapid flow of water into the soil. Relative hydraulic conductivity curves wee similar in character to the soil-water retention curves. Each method provided Unsaturated and saturated soil hydraulic properties were determined and compared for three sandy soils at adjacent field sites. Drying soil -water retention curves were measured on soil specimens using a pressure plate apparatus. Saturated hydraulic conductivities (Ks) were measured with a Guelph permeatmeter and falling head tests. Parameter optimization was used to simultanously estimate thedrying and wetting soil-water retention and hydraulic conductviity curves from cone permeameter and multistep inflow/outflow data. Ks values from all test methods were within an order of magnitude of each other at each site and, as expected, trended with bulk density. The Quelph permeameter generally yielded the highest Ks values. The soil-water retention curves were similar in shape, except for the cone permeameter curves, which had steeper slopes due to rapid flow of water into the soil. Relative hydraulic conductivity curves wee similar in character to the soil-water retention curves. Each method provided Unsaturated and saturated soil hydraulic properties were determined and compared for three sandy soils at adjacent field sites. Drying soil -water retention curves were measured on soil specimens using a pressure plate apparatus. Saturated hydraulic conductivities (Ks) were measured with a Guelph permeatmeter and falling head tests. Parameter optimization was used to simultanously estimate thedrying and wetting soil-water retention and hydraulic conductviity curves from cone permeameter and multistep inflow/outflow data. Ks values from all test methods were within an order of magnitude of each other at each site and, as expected, trended with bulk density. The Quelph permeameter generally yielded the highest Ks values. The soil-water retention curves were similar in shape, except for the cone permeameter curves, which had steeper slopes due to rapid flow of water into the soil. Relative hydraulic conductivity curves wee similar in character to the soil-water retention curves. Each method provided
dcterms:title
Methods for determination of soil hydraulic properties Metody Methods for determination of soil hydraulic properties
skos:prefLabel
Metody Methods for determination of soil hydraulic properties Methods for determination of soil hydraulic properties
skos:notation
RIV/60460709:41210/04:9528!RIV/2005/MSM/412105/N
n4:strany
20;20
n4:aktivita
n17:Z
n4:aktivity
Z(MSM 412100004)
n4:dodaniDat
n7:2005
n4:domaciTvurceVysledku
n20:3693929
n4:druhVysledku
n8:D
n4:duvernostUdaju
n19:S
n4:entitaPredkladatele
n5:predkladatel
n4:idSjednocenehoVysledku
573119
n4:idVysledku
RIV/60460709:41210/04:9528
n4:jazykVysledku
n11:eng
n4:klicovaSlova
Permeameters, unsaturated soils, hydraulic properties, measurement, comparative studies
n4:klicoveSlovo
n9:hydraulic%20properties n9:unsaturated%20soils n9:measurement n9:Permeameters n9:comparative%20studies
n4:kontrolniKodProRIV
[56B97B58464F]
n4:mistoKonaniAkce
Praha
n4:mistoVydani
Praha
n4:nazevZdroje
International Conference - Using Science to Solve Environmental Health Problems; Recognizing the Importance of tomorrow´s leaders to identify appropriate solutions
n4:obor
n16:DF
n4:pocetDomacichTvurcuVysledku
1
n4:pocetTvurcuVysledku
2
n4:rokUplatneniVysledku
n7:2004
n4:tvurceVysledku
Kodešová, Radka Gribb, Molly M.
n4:typAkce
n18:WRD
n4:zahajeniAkce
2004-10-24+02:00
n4:zamer
n13:MSM%20412100004
s:numberOfPages
1
n6:hasPublisher
Texas AM University System
n15:isbn
N
n10:organizacniJednotka
41210