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Methods for determination of soil hydraulic properties

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F60460709%3A41210%2F04%3A9528" target="_blank" >RIV/60460709:41210/04:9528 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Methods for determination of soil hydraulic properties

  • Original language 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 meth

  • Czech name

    Metody

  • Czech 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 meth

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    DF - Pedology

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2004

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    International Conference - Using Science to Solve Environmental Health Problems; Recognizing the Importance of tomorrow´s leaders to identify appropriate solutions

  • ISBN

    N

  • ISSN

  • e-ISSN

  • Number of pages

    1

  • Pages from-to

    20-20

  • Publisher name

    Texas AM University System

  • Place of publication

    Praha

  • Event location

    Praha

  • Event date

    Oct 24, 2004

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article