Publication detail

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

ŠPANO, M. BORNSCHEIN, A. POHL, R. ŘÍHA, J. SCHUTTRUMPF, H.

Original Title

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

Type

journal article in Web of Science

Language

English

Original Abstract

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.

Keywords

Wave fieldWave run-upWave overtoppingWave-current interactionLeveesFreeboard

Authors

ŠPANO, M.; BORNSCHEIN, A.; POHL, R.; ŘÍHA, J.; SCHUTTRUMPF, H.

Released

1. 6. 2022

ISBN

1210-3896

Periodical

Slovak Journal of Civil Emgineering

Year of study

30

Number

2

State

Slovak Republic

Pages from

12

Pages to

21

Pages count

9

URL

https://sciendo.com/article/10.2478/sjce-2022-0010

BibTex

@article{BUT179412,
  author="Miroslav {Špano} and Antje {Bornschein} and Reinhard {Pohl} and Jaromír {Říha} and Holger {Schuttrumpf}",
  title="WAVE RUN-UPS AND OVERTOPPING AFFECTED BY OBLIQUE WAVE APPROACHES AND CURRENTS",
  journal="Slovak Journal of Civil Emgineering",
  year="2022",
  volume="30",
  number="2",
  pages="12--21",
  doi="10.2478/sjce-2022-0010",
  issn="1210-3896",
  url="https://sciendo.com/article/10.2478/sjce-2022-0010"
}