WAVE RUN-UPS AND OVERTOPPING AFFECTED BY OBLIQUE WAVE APPROACHES AND CURRENTS

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU145767" target="_blank" >RIV/00216305:26110/22:PU145767 - isvavai.cz</a>
Result on the web
<a href="https://sciendo.com/article/10.2478/sjce-2022-0010" target="_blank" >https://sciendo.com/article/10.2478/sjce-2022-0010</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.2478/sjce-2022-0010" target="_blank" >10.2478/sjce-2022-0010</a>

Result language
angličtina
Original language name
WAVE RUN-UPS AND OVERTOPPING AFFECTED BY OBLIQUE WAVE APPROACHES AND CURRENTS
Original language description
To quantify the effect of a current on the height of a wave's run-up and overtopping combined with an oblique wave approach, the "FlowDike" hydraulic research project was carried out. Tests were performed on two dike slopes of 1:3 and 1:6. Waves were generated across (perpendicular to) the physical model and also inclined in-plane to the stream axis. Oblique waves were generated both towards and along the flow's direction. The effect of the current and of the wave direction on the height of the wave run-up and amount of the wave overtopping was expressed by means of a combined correction factor for the wave's inclination and flow velocity. The results of the research confirmed that the flow velocity had only a small effect.
Czech name
—
Czech description
—

Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
—
OECD FORD branch
20101 - Civil engineering

Project
<a href="/en/project/TH04020154" target="_blank" >TH04020154: Optimization of the construction, repair and operation of asphalt-concrete linings</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Similar results(10)