All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Uncertainty Assessment in Internal Erosion

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F08%3APU74854" target="_blank" >RIV/00216305:26110/08:PU74854 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Uncertainty Assessment in Internal Erosion

  • Original language description

    Most of engineers working in the field of dams and levees are confronted with problems of internal erosion. Due to the variability of geological structure of the sub-base and spatial variability of soil properties, the internal erosion assessment is subject to uncertainties. The experimental study was carried out with sandy soil which frequently occurs at the subbase of flood levees in Czech Quaternary floodplains. To demonstrate the uncertainties in sand properties and critical gradients, two sets of 39 samples were tested in vertical columns. Some partial results of running extensive experimental research are presented in the paper and compared with results of previous research of various authors.

  • Czech name

    Uncertainty Assessment in Internal Erosion

  • Czech description

    Most of engineers working in the field of dams and levees are confronted with problems of internal erosion. Due to the variability of geological structure of the sub-base and spatial variability of soil properties, the internal erosion assessment is subject to uncertainties. The experimental study was carried out with sandy soil which frequently occurs at the subbase of flood levees in Czech Quaternary floodplains. To demonstrate the uncertainties in sand properties and critical gradients, two sets of 39 samples were tested in vertical columns. Some partial results of running extensive experimental research are presented in the paper and compared with results of previous research of various authors.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GA103%2F06%2F0595" target="_blank" >GA103/06/0595: Risk analysis of ground water regime changes during extreme hydrological events</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2008

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    IAHR International Groundwater Symposium 2008 - Flow and Transport in Heterogeneous Subsurface Formations: Theory, Modelling & Applications

  • ISBN

    978-975-518-297-1

  • ISSN

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

  • Publisher name

    IAHR

  • Place of publication

    Istambul,Turkey

  • Event location

    Istambul

  • Event date

    Jun 18, 2008

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article