Research Explorer

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Researcher

Koen Van Doorslaer

Awards & Distinctions

36 Results

2018

Reduction of wave overtopping by and wave-induced forces on storm walls and promenades at crest level of smooth dikes : an experimental study

Koen Van DoorslaerAndreas KortenhausJulien De Rouck

The influence of a crown wall on wave overtopping over rubble mound structures

Koen Van DoorslaerAndreas KortenhausPeter TrochGoele De MeyereLieselot Vantomme

2016

Wave overtopping over sea dikes and impact forces on storm walls

Koen Van DoorslaerJulien De Rouck

2015

Crest modifications to reduce wave overtopping of non-breaking waves over a smooth dike slope

Koen Van DoorslaerJulien De RouckS AudenaertV Duquet

A1 Journal Article in COASTAL ENGINEERING

Force measurements on storm walls due to overtopping waves: a middle-scale model experiment

Koen Van DoorslaerAllesandro RomanoGiorgio BellottiCorrado AltomareIvan CaceresJulien De RouckLeopoldo FrancoJentsje van der Meer

Forces on (flood)walls and buildings by wave overtopping

Giorgio BellottiKoen Van DoorslaerAlessandro RomanoLeen BaelusIvan CaceresJulien De RouckLeopoldo Franco

2013

Design of storm return walls for the masterplan for coastal safety: from conceptual to detailed design

Koen TrouwTina MertensJonas VermanderToon VerwaestAnnelies BolleKoen Van DoorslaerJulien De Rouck

Impact loads on a vertical wall due to overtopping bore: large scale physical model experiments

Karunya RamachandranStefan SchimmelsHocine OumeraciKoen Van Doorslaer

Oostende trekt grotere schepen aan dankzij sterkste geotextiel ooit

Frans De MeerleerKoen Van DoorslaerJulien De RouckJan GoemaereLuc Vandamme

A4 Journal Article in GEOKUNST

2012

(Architectural) measures to control wave overtopping inside the harbor of Oostende

Koen Van DoorslaerJulien De RouckLeen BaelusStefaan Gysens

Design of storm return walls for the masterplan for coastal safety: from conceptual to detailed design

Koen TrouwTina MertensJonas VermanderToon VerwaestAnnelies BolleKoen Van DoorslaerJulien De Rouck

Full scale impact tests of an overtopping bore on a vertical wall in the large wave flume (GWK) in Hannover

Julien De RouckKoen Van DoorslaerTom VersluysKarunya RamachandranStefan SchimmelsMatthias kudellaKoen Trouw

Full scale wave impact tests on a vertical wall in the large wave flume (GWK) in Hannover

Julien De RouckKoen Van DoorslaerTom VersluysKarunya RamachandranStefan SchimmelsMatthias KudellaKoen Trouw

Impact loads on a vertical wall due to overtopping bore: large scale physical model experiments

K RamachandranStefan SchimmelsHoucine OumeraciKoen Van Doorslaer

Loading of vertical walls by overtopping bores using pressure and force sensors: a large scale model study

Karunya RamachandranRebeca Roldan GenzalezHocine OumeraciStefan SchimmelsMatthias KudellaKoen Van DoorslaerJulien De RouckTom VersluysKoen Trouw

Measuring wave impacts in large scale tests, using both pressure and force sensors

Karunya RamachandranStefan SchimmelsMatthias KudellaKoen Van DoorslaerJulien De RouckTom VersluysKoen Trouw

Protection against flooding of the harbour of Ostend (Belgium) by the construction of flood walls

Peter De WolfKoen TrouwKoen Van DoorslaerPeter TrochToon VerwaestD Ballieu

Protection against flooding of the harbour of Ostend (Belgium) by the construction of storm walls

Peter De WolfKoen TrouwAnnelies BolleKoen Van DoorslaerPeter TrochToon VerwaestD Ballieu

The design and construction of a breakwater on very soft soil

Julien De RouckEvy BooneLuc Van DammeKoen Van DoorslaerHadewych Verhaeghe

Wave forces on storm walls inside harbours, small and full scale experiments

Koen Van DoorslaerJulien De RouckKoen TrouwJentsje van der Meer

Wave forces on storm walls, small and large scale experiments

Koen Van DoorslaerJulien De RouckKoen TrouwJentsje van der MeerStefan Schimmels

2011

(Architectural) measures to control wave overtopping inside harbours

Koen Van DoorslaerJulien De RouckStefaan Gysens

Destructive wave overtopping tests on flemish dikes

Gosse Jan SteendamPatrik PeetersJentsje van der MeerKoen Van DoorslaerKoen Trouw

Destructive wave overtopping tests on flemish dikes

Gosse Jan SteendamPatrik PeetersJentsje van der MeerKoen Van DoorslaerKoen Trouw

Hydrodynamic loading of wave return walls on top of seaside promenades

Toon VerwaestWael HassanJohan ReynsNiels BalensKoen TrouwJulien De RouckKoen Van DoorslaerPeter Troch

Hydrodynamic loading of wave return walls on top of seaside promenades

Toon VerwaestWael HassanJohan ReynsKoen TrouwKoen Van DoorslaerPeter Troch

The design and construction of a breakwater on very soft soil

Julien De RouckKoen Van DoorslaerLuc Van DammeHadewych VerhaegheJan GoemaereCathy Boone

The influence of a berm and a vertical wall above SWL on the reduction of wave overtopping

Koen Van DoorslaerJulien De RouckTobias BoderéGilles VanhouwePeter Troch

2010

Geotechnical design of a breakwater in Ostend (Belgium) on very soft soil

Julien De RouckKoen Van DoorslaerJan GoemaereHadewych VerhaegheEvy BooneBart Meere

Geotechnical design of a breakwater in Ostend (Belgium) on very soft soil

Julien De RouckKoen Van DoorslaerJan GoemaereHadewych VerhaegheEvy BooneBart Meere

Reduction of wave overtopping on a smooth dike by means of a parapet

Koen Van DoorslaerJulien De Rouck

Reduction of wave overtopping on dikes by means of a parapet

Koen Van DoorslaerJulien De RouckJimmy Geeraerts

The influence of berm and a vertical all above SWL on the reduction of wave overtopping

Koen Van DoorslaerJulien De RouckPeter TrochTobias BoderéGilles Vanhouwe

2009

Innovative crest designs to reduce wave overtopping: parapet and Stilling Wave Basin

Koen Van DoorslaerJulien De Rouck

Reductio of wave overtopping: from research to practice

Koen Van DoorslaerJulien De RouckStefaan Gysens

Reduction of wave overtopping: how research can lead to sound practical solutions

Julien De RouckKoen Van DoorslaerJimmy GeeraertsS Gysens