ir. Jimmy Geeraerts

No current affiliation with UGent

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Reduction of wave overtopping on dikes by means of a parapet

Koen Van Doorslaer (UGent) , Julien De Rouck (UGent) and Jimmy Geeraerts (UGent)

(2010) 32nd international conference on coastal engineering, Book of Abstracts.
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Reduction of wave overtopping in the Oostende project

Jimmy Geeraerts (UGent) , Julien De Rouck (UGent) and Stefaan Gysens

(2009) Coastal structures 2007 : proceedings of the 5th international conference. p.1297-1302
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Effects of new variables on the overtopping discharge at steep rubble mound breakwaters - The Zeebrugge case

Jimmy Geeraerts (UGent) , A. Kortenhaus, J. A. Gonzalez-Escriva, Julien De Rouck (UGent) and Peter Troch (UGent)

(2009) Coastal Engineering. 56(2). p.141-153
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Prototype measurements and small-scale model tests of wave overtopping at shallow rubble-mound breakwaters: the Ostia-Rome yacht harbour case

Leopoldo Franco, Jimmy Geeraerts (UGent) , Riccardo Briganti, Marc Willems, Giorgio Bellotti and Julien De Rouck (UGent)

(2009) Coastal Engineering. 56(2). p.154-165
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Reduction of wave overtopping: how research can lead to sound practical solutions

Julien De Rouck (UGent) , Koen Van Doorslaer (UGent) , Jimmy Geeraerts (UGent) and S Gysens

(2009) Applied Coastal Research, 4th International Short Conference, Abstracts. p.337-346
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Crest level assessment of coastal structures: general overview

Julien De Rouck (UGent) , Hadewych Verhaeghe (UGent) and Jimmy Geeraerts (UGent)

(2009) COASTAL ENGINEERING. 56(2). p.99-107
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Reduction of wave overtopping at seadikes: Stilling Wave Basin-3D research

Jimmy Geeraerts (UGent) and Julien De Rouck (UGent)

(2009) COASTAL ENGINEERING 2008, VOLS 1-5. p.3157-3163
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Maasvlakte 2: laboratory investigation on behalf of the design of the armour layer and the crest level of the main breakwater

Julien De Rouck (UGent) , Jimmy Geeraerts (UGent) , Luc Van der Keere, Maggy De Man and Vincent Meirschaert (UGent)

(2009) COASTAL ENGINEERING 2008, VOLS 1-5. p.3842-3853
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Stilling Wave Basin to solve local overtopping problem in the Oostende project

Jimmy Geeraerts (UGent) , Julien De Rouck (UGent) , L VAN DAMME, P DE WOLF and M WILLEMS

(2007) Book of Abstracts International Conference Coastal Structures '07. p.157-157
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Reduction of wave overtopping at seadikes: stilling wave basin (SWB)

Jimmy Geeraerts (UGent) , Julien De Rouck (UGent) , Charlotte Beels (UGent) , S GYSENS and P DE WOLF

(2007) Proceedings of the 30th International Conference Coastal Engineering 2006. p.4680-4691
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Wave overtopping at coastal structures: prediction tools and related hazard analysis

Jimmy Geeraerts (UGent) , Peter Troch (UGent) , Julien De Rouck (UGent) , Hadewych Verhaeghe (UGent) and JJ BOUMA

(2007) JOURNAL OF CLEANER PRODUCTION. 15(16). p.1514-1521
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Wave energy on the Belgian continental shelf

Charlotte Beels (UGent) , Julien De Rouck (UGent) , Hadewych Verhaeghe (UGent) , Jimmy Geeraerts (UGent) and G DUMON

(2007) OCEANS 2007 - EUROPE, VOLS 1-3. p.210-215
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Reduction of wave overtopping at sea dikes: stilling wave basin

Jimmy Geeraerts (UGent) , Julien De Rouck (UGent) , Charlotte Beels (UGent) , S GYSENS and P DE WOLF

(2006) Book of Abstracts 30th Int. Conference on Coastal Engineering I.C.C.E. p.89-89
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Wave overtopping at coastal structures: results from the CLASH-project

Jimmy Geeraerts (UGent) , Julien De Rouck (UGent) , Peter Troch (UGent) , H BURCHARTH, L FRANCO and J MEDINA

(2006) Proceedings of the 31st International Navigation Association (PIANC) Congress.
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Wave overtopping at Ostia yacht harbour breakwater: comparison between field measurements and model tests in 2D and 3D

Jimmy Geeraerts (UGent) , Peter Troch (UGent) , Julien De Rouck (UGent) , M WILLEMS, L FRANCO, G BELLOTTI and R BRIGANTI

(2005) COASTAL ENGINEERING 2004, VOLS 1-4. p.4288-4300
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Violent wave overtopping at Samphire hoe: Field and laboratory measurements

T PULLEN, W ALLSOP, T BRUCE, J PEARSON and Jimmy Geeraerts (UGent)

(2005) COASTAL ENGINEERING 2004, VOLS 1-4. p.4379-4390
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Laboratory real storm reproduction using wind

JA GONZALEZ-ESCRIVA, JM GARRIDO, JR MEDINA and Jimmy Geeraerts (UGent)

(2005) COASTAL ENGINEERING 2004, VOLS 1-4. p.677-689
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Laboratory effects and further uncertainties associated with wave overtopping measurements

A KORTENHAUS, H OUMERACI, Jimmy Geeraerts (UGent) , Julien De Rouck (UGent) , JR MEDINA and JA GONZALEZ-ESCRIVA

(2005) COASTAL ENGINEERING 2004, VOLS 1-4. p.4456-4468
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Wave run-up on rubble breakwaters: spectral effects

Björn Van de Walle, Julien De Rouck (UGent) , Peter Troch (UGent) , Jimmy Geeraerts (UGent) and P FRIGAARD

(2005) PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-MARITIME ENGINEERING. 158(2). p.59-67
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Field measurements of wave overtopping at the rubble mound breakwater of Rome-Ostia yacht harbour

R BRIGANTI, G BELLOTTI, L FRANCO, Julien De Rouck (UGent) and Jimmy Geeraerts (UGent)

(2005) COASTAL ENGINEERING. 52(12). p.1155-1174
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Violent wave overtopping at Samphire Hoe: field and laboratory measurements

T PULLEN, W ALLSOP, T BRUCE, J PEARSON and Jimmy Geeraerts (UGent)

(2005) Proc. 29th Int. Conf. Coastal Engineering I.C.C.E.. p.4379-4390
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Laboratory effects and further uncertainties associated with wave overtopping measurements

A KORTENHAUS, H OUMERACI, Jimmy Geeraerts (UGent) , Julien De Rouck (UGent) , J MEDINA and J GONZáLEZ-ESCRIVá

(2005) Proc. 29th Int. Conf. Coastal engineering I.C.C.E.. p.4456-4468
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Laboratory real storm reproduction using wind

J GONZáLEZ-ESCRIVá, J GARRIDO, J MEDINA and Jimmy Geeraerts (UGent)

(2005) Proc. 29th Int. Conference Coastal Engineering I.C.C.E.. p.677-689
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Hazards from wave overtopping: field measurements on the Zeebrugge breakwater

Jimmy Geeraerts (UGent) , Cathy Boone, Julien De Rouck (UGent) , A KORTENHAUS, L VAN DAMME and L FRANCO

(2005) Proceedings ICS 2005 Second International Coastal Symposium.
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New results on scale effects for wave overtopping at coastal structures

Julien De Rouck (UGent) , Jimmy Geeraerts (UGent) , Peter Troch (UGent) , A KORTENHAUS, T PULLEN and L FRANCO

(2005) Proceedings of ICE05 Coastlines, Structures and Breakwaters 2005. p.29-43
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Full-scale wave overtopping measurements on the Zeebrugge rubble mound breakwater

Peter Troch (UGent) , Jimmy Geeraerts (UGent) , Björn Van de Walle, Julien De Rouck (UGent) , L VAN DAMME, W ALLSOP and L FRANCO

(2004) COASTAL ENGINEERING. 51(7). p.609-628
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Violent wave overtopping at Samphire Hoe: field and laboratory measurements

T PULLEN, W ALLSOP, T BRUCE, J PEARSON and Jimmy Geeraerts (UGent)

(2004) Book of Abstracts 29th International Conference on Coastal Engineering. p.316-316
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Violent wave overtopping: CLASH field measurements at Samphire Hoe

T PULLEN, W ALLSOP, T BRUCE and Jimmy Geeraerts (UGent)

(2004) Proceedings of the Conference Coastal Structures 2003. p.469-480
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Field measurements of wave overtopping

T PULLEN and Jimmy Geeraerts (UGent)

(2004) Proceedings ICE Maritime Board Seminar Land-sea margins: wave overtopping and protection along the coastline. p.1-7
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Laboratory effects and other uncertainties in wave overtopping measurements

A KORTENHAUS, H OUMERACI, Jimmy Geeraerts (UGent) , Julien De Rouck (UGent) , J MEDINA and J GONZÁLEZ-ESCRIVÁ

(2004) Book of Abstracts 29th International Conference on Coastal Engineering. p.343-343
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Laboratory real storm reproduction using wind

J GONZALÉZ-ESCRIVÁ, J GARRIDO, J MEDINA and Jimmy Geeraerts (UGent)

(2004) Book of Abstracts 29th International Conference on Coastal Engineering. p.339-339
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Wave overtopping at Ostia yacht harbour breakwater comparison between prototype and model tests in 2D and 3D

Jimmy Geeraerts (UGent) , Peter Troch (UGent) , Julien De Rouck (UGent) , M WILLEMS, L FRANCO, G BELLOTTI and R BRIGANTI

(2004) Book of Abstracts 29th International Conference on Coastal Engineering. p.262-262
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Hazards resulting from wave overtopping - full scale measurements

Jimmy Geeraerts (UGent) , Peter Troch (UGent) , Julien De Rouck (UGent) , L VAN DAMME and T PULLEN

(2004) Proceedings of the Conference Coastal Structures 2003. p.481-493
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Full scale measurement of wave overtopping at Ostia-Rome yacht harbour breakwater

L FRANCO, R BRIGANTI, G BELLOTTI, Julien De Rouck (UGent) and Jimmy Geeraerts (UGent)

(2004) Proceedings of the Conference Coastal Structures 2003. p.507-519
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Full scale wave overtopping measurements

Julien De Rouck (UGent) , Björn Van de Walle, Jimmy Geeraerts (UGent) , Peter Troch (UGent) , L VAN DAMME, A KORTENHAUS and J MEDINA

(2004) Proceedings of the Conference Coastal Structures 2003. p.494-506
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Crest level assessment of coastal structures by full scale monitoring, neural network prediction adn hazard analysis on permissible wave overtopping - (CLASH)

Julien De Rouck (UGent) , Björn Van de Walle and Jimmy Geeraerts (UGent)

(2004) Proceedings Eurocean 2004. p.1-4
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Safety under wave overtopping: how overtopping processes and hazards are viewed by the public

W ALLSOP, T BRUCE, J PEARSON, J BURGON, C ECOB, L FRANCO and Jimmy Geeraerts (UGent)

(2004) Book of Abstracts 29th International Conference on Coastal Engineering. p.1-1
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Numerical simulation of wave penetration in the planned harbour entrance of Oostende: a comparison between numerical models

Jimmy Geeraerts (UGent) , Liesbet De Doncker (UGent) , Peter Troch (UGent) , Julien De Rouck (UGent) , L VAN DAMME and T VERWAEST

(2003) Proceedings 13th International Harbour Congress Engineering, Environment and Safety. p.363-370
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Non-invasive assessment of left ventricular longitudinal impedance using color M-mode Doppler echocardiography

Stefaan De Mey, Kris Dumont, Jimmy Geeraerts (UGent) , PM Vandervoort and Pascal Verdonck (UGent)

(2000) Computers in cardiology 2000. In Computers in Cardiology 27. p.17-20

Reduction of wave overtopping on dikes by means of a parapet

Reduction of wave overtopping in the Oostende project

Effects of new variables on the overtopping discharge at steep rubble mound breakwaters - The Zeebrugge case

Prototype measurements and small-scale model tests of wave overtopping at shallow rubble-mound breakwaters: the Ostia-Rome yacht harbour case

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

Crest level assessment of coastal structures: general overview

Reduction of wave overtopping at seadikes: Stilling Wave Basin-3D research

Maasvlakte 2: laboratory investigation on behalf of the design of the armour layer and the crest level of the main breakwater

Stilling Wave Basin to solve local overtopping problem in the Oostende project

Reduction of wave overtopping at seadikes: stilling wave basin (SWB)

Wave overtopping at coastal structures: prediction tools and related hazard analysis

Wave energy on the Belgian continental shelf

Reduction of wave overtopping at sea dikes: stilling wave basin

Wave overtopping at coastal structures: results from the CLASH-project

Wave overtopping at Ostia yacht harbour breakwater: comparison between field measurements and model tests in 2D and 3D

Violent wave overtopping at Samphire hoe: Field and laboratory measurements

Laboratory real storm reproduction using wind

Laboratory effects and further uncertainties associated with wave overtopping measurements

Wave run-up on rubble breakwaters: spectral effects

Field measurements of wave overtopping at the rubble mound breakwater of Rome-Ostia yacht harbour

Violent wave overtopping at Samphire Hoe: field and laboratory measurements

Laboratory effects and further uncertainties associated with wave overtopping measurements

Laboratory real storm reproduction using wind

Hazards from wave overtopping: field measurements on the Zeebrugge breakwater

New results on scale effects for wave overtopping at coastal structures

Full-scale wave overtopping measurements on the Zeebrugge rubble mound breakwater

Violent wave overtopping at Samphire Hoe: field and laboratory measurements

Violent wave overtopping: CLASH field measurements at Samphire Hoe

Field measurements of wave overtopping

Laboratory effects and other uncertainties in wave overtopping measurements

Laboratory real storm reproduction using wind

Wave overtopping at Ostia yacht harbour breakwater comparison between prototype and model tests in 2D and 3D

Hazards resulting from wave overtopping - full scale measurements

Full scale measurement of wave overtopping at Ostia-Rome yacht harbour breakwater

Full scale wave overtopping measurements

Crest level assessment of coastal structures by full scale monitoring, neural network prediction adn hazard analysis on permissible wave overtopping - (CLASH)

Safety under wave overtopping: how overtopping processes and hazards are viewed by the public

Numerical simulation of wave penetration in the planned harbour entrance of Oostende: a comparison between numerical models

Non-invasive assessment of left ventricular longitudinal impedance using color M-mode Doppler echocardiography