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

Kód výsledku v 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>

Výsledek na webu

<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>

Jazyk výsledku

angličtina

Název v původním jazyce

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

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

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

Popis výsledku anglicky

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.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/TH04020154" target="_blank" >TH04020154: Optimalizace výstavby, oprav a provozování asfaltobetonových těsnicích plášťů</a><br>

Návaznosti

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

Rok uplatnění

2022

Kód důvěrnosti údajů

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

Název periodika

Slovak Journal of Civil Emgineering

ISSN

1210-3896

e-ISSN

—

Svazek periodika

30

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

SK - Slovenská republika

Počet stran výsledku

9

Strana od-do

12-21

Kód UT WoS článku

000824854000002

EID výsledku v databázi Scopus

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