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Technical Papers
Aug 13, 2021

Ecohydraulics of Surrogate Salt Marshes for Coastal Protection: Wave–Vegetation Interaction and Related Hydrodynamics on Vegetated Foreshores at Sea Dikes

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 147, Issue 6

Abstract

Vegetation on foreshores in close vicinity to sea dikes may prove beneficial as regulating ecosystem service in the context of coastal defense, dike safety, and flood protection by reducing loads on these defense structures. Predominantly, a decrease in wave heights and bottom shear stresses is hypothesized, which calls for an inclusion in design procedures of coastal defense structures. In contrast to heterogeneous and variable salt marsh vegetation, this study uses surrogate vegetation models for systematic hydraulic experiments in a wave flume, without modeling specific plant species a priori. Froude-scale experiments are performed in order to investigate the effect of salt marsh vegetation on the wave transformation processes on the foreshore and wave run-up at sea dikes. The effect of plant and wave properties on wave transmission, energy dissipation, and wave run-up at a 1:6 sloped smooth dike are presented and discussed, focusing on the wave–vegetation–structure interaction. Vegetated foreshores can contribute to wave attenuation, where an increasing relative vegetation height hv/h results in decreased wave run-up on the dike by up to 16.5% at hv/h = 1.0.

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Acknowledgments

The authors acknowledge the financial support by the Federal Ministry of Education and Research (BMBF) in the framework of the EcoDike project SP3.3 (Grant ID No. 03F0757B).

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Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 147Issue 6November 2021

History

Received: Jan 30, 2021
Accepted: Jun 4, 2021
Published online: Aug 13, 2021
Published in print: Nov 1, 2021
Discussion open until: Jan 13, 2022

Authors

Affiliations

Leichtweiß-Institute for Hydraulic Engineering and Water Resources; Division of Hydromechanics, Coastal and Ocean Engineering, Technische Universität Braunschweig, Beethovenstraße 51a, 38106 Braunschweig, Germany (corresponding author). ORCID: https://orcid.org/0000-0001-6064-5773. Email: [email protected]
David Schürenkamp [email protected]
Leichtweiß-Institute for Hydraulic Engineering and Water Resources; Division of Hydromechanics, Coastal and Ocean Engineering, Technische Universität Braunschweig, Beethovenstraße 51a, 38106 Braunschweig, Germany. Email: [email protected]
Fenia Miescke [email protected]
Leichtweiß-Institute for Hydraulic Engineering and Water Resources; Division of Hydromechanics, Coastal and Ocean Engineering, Technische Universität Braunschweig, Beethovenstraße 51a, 38106 Braunschweig, Germany. Email: [email protected]
Viktoria Kosmalla [email protected]
Leichtweiß-Institute for Hydraulic Engineering and Water Resources; Division of Hydromechanics, Coastal and Ocean Engineering, Technische Universität Braunschweig, Beethovenstraße 51a, 38106 Braunschweig, Germany. Email: [email protected]
Leichtweiß-Institute for Hydraulic Engineering and Water Resources; Division of Hydromechanics, Coastal and Ocean Engineering, Technische Universität Braunschweig, Beethovenstraße 51a, 38106 Braunschweig, Germany. ORCID: https://orcid.org/0000-0003-1135-0105. Email: [email protected]
Coastal and Ocean Engineering; Leichtweiß-Institute for Hydraulic Engineering and Water Resources; Division of Hydromechanics, Coastal and Ocean Engineering, Technische Universität Braunschweig, Beethovenstraße 51a, 38106 Braunschweig, Germany; Coastal Research Center; Joint Central Institution of the Leibniz Universität Hannover and the Technische Universität Braunschweig, Merkurstraße 14, 30419 Hannover, Germany. ORCID: https://orcid.org/0000-0002-1550-3001. Email: [email protected]

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