- document
-
Hoffmans, G. (author)overgangen tussen bekledingen, trappen en overig dijkmeubilair. De validatie is gebaseerd op verschillende praktijkproeven uitgevoerd in Nederland en België, waar de cumulatieve overbelastingsmethode in relatie tot de definities van het schadegetal is toegepast. De engineering tools voor de belastingfactoren zijn deels gebaseerd op theoretische...report 2014
- document
-
Van der Meer, J.W. (author), Hoffmans, G. (author), Van der Hoven, A. (author)Within the framework of WTI, Research and Development of Flood Defence Assessment Tools (Wettelijk Toetsinstrumentarium), which is called in Dutch: WTI-2017 "Onderzoek en ontwikkeling landelijk toetsinstrumentarium", research was carried out to develop an erosion model for grass in the wave run-up zone consistent with the current model in use...report 2014
- document
-
Van Steeg, P. (author)Het Hoogheemraadschap Hollands Noorderkwartier (HHNK) onderzoekt de mogelijkheid om de Havendijk bij Den Oever te versterken. Deze dijk is onderdeel van de primaire waterkering in Dijkringgebied Wieringen (Dijkring 12) en bleek bij de landelijke toets op veiligheid een onvoldoende te scoren op het toetsspoor Hoogte. Een oplossing wordt...report 2013
- document
-
Van Steeg, P. (author)Het Hoogheemraadschap Hollands Noorderkwartier (HHNK) onderzoekt momenteel de mogelijkheid om de Havendijk bij Den Oever te versterken. Deze dijk is onderdeel van de primaire waterkering in Dijkringgebied Wieringen (Dijkring 12) en is onvoldoende hoog. Een van de mogelijkheden om de golfoploop te beperken wordt gezocht in de toepassing van een...report 2012
- document
-
Lorke, S. (author), Bornschein, A. (author), Schüttrumpf, H. (author), Pohl, R. (author)The investigations of FlowDike 1 and FlowDike 2 on the effects of onshore wind and longshore current on wave run-up and wave overtopping for perpendicular and oblique wave attack. These variables were two of the missing effects in freeboard design and therefore a main interest for design purposes. Model tests were carried out in the shallow...report 2012
- document
-
Pullen, T. (author), Allsop, N.W.H. (author), Bruce, T. (author), Kortenhaus, A. (author), Schüttrumpf, H. (author), Van der Meer, J.W. (author)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...report 2007
- document
-
Lykke Andersen, T. (author)An introduction to the principles and fundamentals of designing rubble mound breakwaters, led to the definition of two important white spots in designing rubble mound breakwaters. These were selected for further investigations in the present thesis. 1. Design of berm breakwaters: A generally lack of data and design formulae was identifed, but...report 2006
- document
-
Van Gent, M.R.A. (author), Pozueta, B. (author), Van den Boogaard, H.F.P. (author), Medina, J.R. (author)Within the framework of the European project CLASH phenomena related to wave overtopping are studied. In this report a method to predict wave overtopping at a wide range of coastal structure types is given. The method is based on Neural Network modelling of the mean wave overtopping discharge. The method can be applied for coastal structures...report 2005
- document
-
De Rouck, J. (author), Geeraerts, J. (author), Troch, P. (author), Kortenhaus, A. (author), Pullen, T. (author), Franco, L. (author)It is proven that wave run up on rough slopes is underestimated in small scale model tests due to scale / model effects. Given this fact, the same effects are suspected to be present for wave overtopping. A thorough comparison between prototype measurements of wave overtopping at three different coastal structures and scale model tests of these...report 2005
- document
-
Verhaeghe, H. (author)Development of a neural network based on a large database of field and laboratory data in order to calculate overtopping. Comparison with existing formulas.report 2005
- document
-
Geeraerts, J. (author), De Rouck, J. (author)Within the framework of the CLASH-white spot tests, wave overtopping tests on a smooth sloping structure have been performed at UGent. 3 different geometries have been tested during these tests 1) simple smooth dike 2) simple smooth dike with a small vertical part (same crest level as geometry 1) 3) simple smooth dike with a small vertical part...report 2005
- document
-
Kortenhaus, A. (author), Van der Meer, J. (author), Burcharth, H.F. (author), Geeraerts, J. (author), Pullen, T. (author), Ingram, D. (author), Troch, P. (author)CLASH is concentrating on investigations of wave overtopping for different structures in prototype and in laboratory. The model investigations have focussed on wave overtopping and the comparison of overtopping results from small-scale model tests and prototype measurements. Possible differences in the results from small-scale tests and...report 2005
- document
-
Medina, J.R. (author), De Rouck, J. (author), Figueres, M. (author), Gonzaléz-Escrivá, J. (author), Geeraerts, J. (author)The CLASH project (Crest Level Assessment of Coastal Structures by Full Scale Monitoring, Neural Network Prediction and Hazard Analysis on Permissible Wave Overtopping, www.clash-eu.org) funded by European Union (EU) through contract no. EVK3-CT-2001- 00058, investigated wave overtopping for different structures in prototype and in laboratory ...report 2005
- document
-
Allsop, N.W.H. (author)Prediction of wave overtopping discharges for seawalls / breakwaters have improved significantly over the last 25 years, but processes associated with overtopping hazards to people on or close behind seawalls are not yet well understood. Despite research advances in recent years, there remain important gaps in knowledge and disagreements over...report 2005
- document
-
Coeveld, E.M. (author), Van Gent, M.R.A. (author), Pozueta, B. (author)Following this general introduction, Chapter 2 provides the structure of the program and the description of the parameters involved in the prediction tool. Then, Chapter 3 provides an explanation of the estimation and schematisation of the hydraulic and structure parameters. Finally, Chapter 4 describes the use of NN_OVERTOPPING 2, including: i....report 2005
- document
-
Franco, L. (author), Briganti, R. (author), Bellotti, G. (author)This report summarizes the whole activities undertaken by MODIMAR within CLASH 2002-2004 for overtopping prototype measurements at the Ostia (Rome) site and consequent data analysis. The report includes a description of the station setup and instrumentation, the definition of methods of analysis, the full overview of the overtopping storms...report 2005
- document
-
Bouma, J.J. (author), Schram, A. (author), François, D. (author)This report provides a methodological background that will be used in the assessment of hazards of overtopping. Those assessment methods that attach a monetary value to the effects on resources are focussed upon. The relationships between the characteristics of overtopping and the use of specific valuation techniques is further explored....report 2004
- document
-
Kortenhaus, A. (author), Medina, J. (author), González-Escrivá, J. (author), Garrido, J. (author)Within WP4 laboratory investigations for the Zeebrugge rubble mound breakwater have started in the wave flume of Leichtweiß-Institute for Hydraulic Engineering of the Technical University of Braunschweig (hereafter LWI) and in the wave flume of the Universidad Politécnica de Valencia (hereafter UPVLC). In order to check any influence that is...report 2004
- document
-
Lykke Andersen, T. (author), Burcharth, H.F. (author)Based on a database of laboratory data on wave overtopping (around 10,000 tests) a neural network technique is used for producing a generic prediction method. In the first database (around 7,000 tests) the following white spots were detected where additional tests could improve the generic prediction method. This report deals with the laboratory...report 2004
- document
-
Lykke Andersen, T. (author), Burcharth, H.F. (author)Tests have been performed with low steepness and reshaping breakwaters at Ghent University and Aalborg University respectively. The reshaping breakwater is a type of breakwater where the information on overtopping is very limited. The additional tests are described in the following four reports: .. D24 Part A: Effect of obliqueness, short...report 2004