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Flood impact assessment using hydraulic modelling: A case study from Stonavka and Olse river confluence area

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27350%2F12%3A86084807" target="_blank" >RIV/61989100:27350/12:86084807 - isvavai.cz</a>

  • Alternative codes found

    RIV/61989100:27740/12:86084807

  • Result on the web

    <a href="http://dx.doi.org/10.5593/sgem2012" target="_blank" >http://dx.doi.org/10.5593/sgem2012</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.5593/sgem2012" target="_blank" >10.5593/sgem2012</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Flood impact assessment using hydraulic modelling: A case study from Stonavka and Olse river confluence area

  • Original language description

    Floods are one of the three most common natural disasters. Floods threaten human life and property worldwide. The increase in number of human life and material losses indicates the difficulties with flood prevention and reduction of human losses respectively suffering and damage to natural and built environments. Science and technology play an important role in this complex problem. Hydrodynamic modelling is the most used simulation and modelling tool of floods. The main aim of this paper is to assess the flood impact using modelling tools in the Stonavka and Olse river confluence study area, which is prone to periodic flood occurrences. In the study was used digital elevation model created by LIDAR survey with resolution 0.2 m and detailed cross section, because hydrodynamic modelling requires precise data. It has been reconstructed the September 2007 flood, whose flooded area and heights of water surface has been measured. 1D HEC-RAS software has been chosen for modelling unsteady flow (dynamic wave approximation) of 2007 flood time period and steady flow (energy equation method) of Q5 and Q100 peak discharges. It has been evaluated the water surface height, velocity of flood for selected cross sections and inundated area. Land cover layer has been used to calculate the percentage of types of flooded area (meadows, forest, etc.) assessment of land use suitability and potential impacts of flood. The hydrodynamic modelling results comparison with empirical data showed that the chosen model is convenient to proper flood modelling. Most of the flooded land use types are non-irrigated arable land, dump sites and forest. But urban fabric is located in inundation area in some cases too.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    DA - Hydrology and limnology

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/ED1.1.00%2F02.0070" target="_blank" >ED1.1.00/02.0070: IT4Innovations Centre of Excellence</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2012

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    12th International Multidisciplinary Scientific GeoConference SGEM 2012 : conference proceedings. Volume I-V

  • ISBN

  • ISSN

    1314-2704

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

    671-677

  • Publisher name

    STEF92 Technology Ltd.

  • Place of publication

    Sofia

  • Event location

    Albena

  • Event date

    Jun 17, 2012

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000348533800089