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”

Hindcast of Wind Driven Wave Heights in Water Reservoirs

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43410%2F16%3A43909335" target="_blank" >RIV/62156489:43410/16:43909335 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.17221/105/2015-SWR" target="_blank" >http://dx.doi.org/10.17221/105/2015-SWR</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.17221/105/2015-SWR" target="_blank" >10.17221/105/2015-SWR</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Hindcast of Wind Driven Wave Heights in Water Reservoirs

  • Original language description

    The paper is focused on the problems of water level motion in water reservoirs. Dimensions of wind driven waves are closely related to the parameters of occurring wind. Due to the complexity of the physical phenomena, most methods for wave prediction are based on semi-empirical relations. The theories for approximation of waves follow two approaches. The first one, called regular waves, is based on mathematical description of water surface. The second one, called irregular waves, results from statistical processing of collected data. The methods have been modified as wind and wave data were accumulated over time, resulting in better predictions. The aim of the present research consists in verification of two selected irregular wave models for characteristic wave height estimation - the first one widely used by U.S. Army Corps of Engineers (USACE) for sea and large inland water bodies conditions and the second one related to the Czech standard specification CSN 75 0255 Calculation of wave effects on hydraulic structures. Characteristic wave height represents one of the most important wave parameters as an input for consequent computational tasks dealing with hydrodynamic events occurring on the point of interaction between water level and shore (wave breaking, wave setup, wave run-up on structures and banks, etc.). Further, the paper discusses relevant statistical techniques for proper exploration of special data of wave motion gained from in situ measurements.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    10503 - Water resources

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2016

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Soil and Water Research

  • ISSN

    1801-5395

  • e-ISSN

  • Volume of the periodical

    11

  • Issue of the periodical within the volume

    3

  • Country of publishing house

    CZ - CZECH REPUBLIC

  • Number of pages

    7

  • Pages from-to

    205-211

  • UT code for WoS article

    000381327800008

  • EID of the result in the Scopus database

    2-s2.0-84979207998