Wave Run-Ups and Overtopping Affected by Oblique Wave Approaches and Currents Cover

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Wave Run-Ups and Overtopping Affected by Oblique Wave Approaches and Currents

Slovak Journal of Civil Engineering

Volume 30 (2022): Issue 2 (June 2022)

By: Miroslav Špano, Antje Bornschein, Reinhard Pohl, Jaromir Riha and Holger Schüttrumpf

Open Access

|Jul 2022

Authors

Miroslav Špano

spano.m@fce.vutbr.cz

Institute of Water Structures, Faculty of Civil Engineering, Brno University of Technology, Brno, Czech Republic

Antje Bornschein

iKD Ingenieur-Consult GmbH, Dept. Fachbereich Wasserbau, Dresden, Germany

Reinhard Pohl

Institut für Wasserbau und Technische Hydromechanik, Fakultät Bauingenieurwesen, Technische Universität Dresden, Dresden, Germany

Jaromir Riha

Institute of Water Structures, Faculty of Civil Engineering, Brno University of Technology, Brno, Czech Republic

Holger Schüttrumpf

Institute of Hydraulic Engineering and Water Resources Management, RWTH Aachen University, Aachen, Germany

DOI: https://doi.org/10.2478/sjce-2022-0010 | Journal eISSN: 1338-3973 | Journal ISSN: 1210-3896

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Language: English

Page range: 12 - 21

Published on: Jul 12, 2022

Published by: Slovak University of Technology in Bratislava

In partnership with: Paradigm Publishing Services

Publication frequency: 4 issues per year

Keywords:

Wave overtopping,

Wave-current interaction,

Related subjects:

Introductions and overviews,

Engineering, other

© 2022 Miroslav Špano, Antje Bornschein, Reinhard Pohl, Jaromir Riha, Holger Schüttrumpf, published by Slovak University of Technology in Bratislava
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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