Wave run-up on mortar-grouted riprap revetments

M Kreyenschulte, D Schürenkamp, B Bratz… - Water, 2020 - mdpi.com
The wave run-up height is a crucial design parameter that determines the crest height of a
sea dike and is used for estimating the number of overtopping waves. Therefore, a reduction …

The analytical solutions of long waves over geometries with linear and nonlinear variations in the form of power-law nonlinearities with solid inclined wall

AR Alan, C Bayındır - Dynamics of Atmospheres and Oceans, 2024 - Elsevier
In this paper, we derive the exact analytical solutions for the long-wave equation in both
linear and nonlinear power-law form depth and breadth geometries containing a solid …

Wave-induced pressures in porous bonded revetments. Part I: Pressures on the revetment

JC Alcérreca-Huerta, H Oumeraci - Coastal Engineering, 2016 - Elsevier
Revetments made of polyurethane bonded aggregates (PBA) are a recent alternative to
mitigate coastal erosion. Their advantages over conventional impermeable revetments are …

Soil stability analysis for wave-induced momentary liquefaction beneath porous bonded revetments

JC Alcérreca-Huerta, H Oumeraci - Coastal Engineering, 2018 - Elsevier
The highly porous revetments made of Polyurethane Bonded Aggregates (PBA) are an
ecologically friendly alternative to conventional revetments for protection against coastal …

Wave-induced pressures in porous bonded revetments. Part II: Pore pressure just beneath the revetment and in the embankment subsoil

JC Alcérreca-Huerta, H Oumeraci - Coastal Engineering, 2016 - Elsevier
This paper considers pore pressure distribution in the embankment subsoil beneath PBA-
revetments, based on the results of the parameter study using the new validated CFD–CSD …

[PDF][PDF] Bonded Porous Revetments: Effect of Porosity on Wave-induced Loads and Hydraulic Performance; an Experimental Study

S Liebisch - 2015 - scholar.archive.org
Die Idee dieser Arbeit ist bei einer Exkursion zum Großen Wellenkanal (GWK) am
Forschungszentrum Küste (FZK) in Hannover entstanden, die ich als Lehrstuhlassistent mit …

Wellen-Bauwerks-Interaktion bei mörtelvergossenen Schüttsteindeckwerken

M Kreyenschulte, H Schüttrumpf, N Goseberg - 2020 - publications.rwth-aachen.de
Deckwerke schützen Deiche vor Erosion durch Wellen-und Strömungsbelastung und stellen
damit ein wesentliches Element des Hochwasser-und Sturmflutschutzes dar. Das an der …

[PDF][PDF] Wellenbelastung und Stabilität hydraulisch gebundener Deckwerke

M Kreyenschulte, D Schürenkamp, V Kühling… - Die Küste, 2019 - research.tudelft.nl
Ein weit verbreitetes Verfahren zur Erhöhung der Widerstandsfähigkeit von
Schüttsteindeckwerken unter anderem an der deutschen Nordseeküste ist der …

Numerical and experimental assessment of the reflection coefficient of rubble mound breakwaters with an “S” shaped profile

J Valle, E Mendoza, JC Alcérreca-Huerta… - Tecnología y ciencias …, 2019 - scielo.org.mx
Quantification of the wave reflection from breakwaters is important due to the problems to
navigation, port operation and structure stability it may induce. Given the complex interaction …

Evaluación del coeficiente de reflexión en diques rompeolas de piezas sueltas con perfil en S/Numerical and experimental assessment of the reflection coefficient of …

J Del Valle, E Mendoza… - Tecnología y ciencias …, 2019 - revistatyca.org.mx
La reflexión debida a obras de abrigo es un fenómeno importante de cuantificar dado que,
si no se controla, puede provocar problemas a la navegación, a la operación portuaria y, en …