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Andreas Kortenhaus

Bio: Andreas Kortenhaus is an academic researcher from Braunschweig University of Technology. The author has contributed to research in topics: Flood myth & Coastal flood. The author has an hindex of 13, co-authored 33 publications receiving 768 citations.

Papers
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01 Jan 2001
TL;DR: In this paper, the authors describe the key results of the European research project called PROVERBS to develop and implement probability-based methods for the design of monolithic coastal structures and breakwaters subject to sea wave attacks.
Abstract: This work describes the key results of the European research project called PROVERBS to develop and implement probability-based methods for the design of monolithic coastal structures and breakwaters subject to sea wave attacks. The issues treated include the hydrodynamic, geotechnical and structural processes involved in the wave-structure-foundation interactions and in the associated failure mechanisms.

140 citations

DOI
26 Apr 1999
TL;DR: In this article, the authors used the "parameter map" which has been developed under PROVERBS (Probabilistic Design Tools for Vertical Breakwaters) in the frame of the ongoing MAST III programme of the European Union (EU contract no. MAS3- CT95-0041) to classify the wave loading on monolithic coastal structures and to identify the conditions leading to wave impacts.
Abstract: The paper uses the 'parameter map' which has been developed under PROVERBS (Probabilistic Design Tools for Vertical Breakwaters) in the frame of the ongoing MAST III programme of the European Union (EU contract no. MAS3- CT95-0041) to classify the wave loading on monolithic coastal structures and to identify the conditions leading to wave impacts. Data from four different hydraulic model tests have been used to verify and extend the parameter map. As a result an updated version is proposed for further design purposes.

56 citations

01 Aug 2007
TL;DR: In this article, the authors present a survey of the general principles and methods of coastal engineering, including wave and response parameters and the use of empirical equations for prediction, which is intended to assist engineers.
Abstract: The manual has been intended to assist engineers who are already aware of the general principles and methods of coastal engineering. The manual uses methods and data from research studies around Europe and overseas so readers are expected to be familiar with wave and response parameters and the use of empirical equations for prediction. Users may be concerned with existing defences, or considering possible rehabilitation or new-build.

43 citations


Cited by
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Book
01 Jan 1985
TL;DR: Theoretical Description of Random Sea Waves Statistical Theory of Irregular Waves Techniques of Random Wave Analysis 2D Computation of Wave Transformation with Random Breaking and Nearshore Currents Statistical Analysis of Extreme Waves Prediction and Control of Beach Deformation Processes.
Abstract: Evolution of Design Method Against Random Waves Statistical Properties and Spectral of Sea Waves Transformation and Deformation of Random Sea Waves Design of Breakwaters Design of Coastal Dikes and Seawalls Probabilistic Design of Harbor Facilities Harbor Tranquility and Vessel Mooring Hydraulic Model Tests with Random Waves Theoretical Description of Random Sea Waves Statistical Theory of Irregular Waves Techniques of Random Wave Analysis 2D Computation of Wave Transformation with Random Breaking and Nearshore Currents Statistical Analysis of Extreme Waves Prediction and Control of Beach Deformation Processes.

436 citations

Journal ArticleDOI
TL;DR: In this paper, the authors proposed modified MPS methods for the prediction of wave impact pressure on a coastal structure by introducing new formulations for the pressure gradient and a new formulation of the source term of the Poisson Pressure Equation (PPE).

288 citations

Journal ArticleDOI
TL;DR: In this paper, the effects of entrained and entrapped air on wave impacts are investigated and the characteristics of the impacts depend on the breaker conditions and four different types of impact are identified and discussed.

265 citations

Journal ArticleDOI
TL;DR: A new solver, called IHFOAM, is programmed to overcome the limitations and errors in the original OpenFOAM® code, having a rigorous implementation of the equations.

211 citations

Journal ArticleDOI
TL;DR: In this paper, the authors describe the validation of an SPH-based technique for wave loading on coastal structures, which is used for the scope of wave impact on vertical structures and storm return walls.

204 citations