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Julien De Rouck en Peter Troch 'Marine Science meets Maritime Industry'
 

Julien De Rouck en Peter Troch 'Marine Science meets Maritime Industry'

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    Julien De Rouck en Peter Troch 'Marine Science meets Maritime Industry' Julien De Rouck en Peter Troch 'Marine Science meets Maritime Industry' Presentation Transcript

    • research group:coastal engineeringdepartment: Civil Engineeringprofessors: Julien De Rouck, Peter Trochpresentation by: dr. ir. Pieter Rauwoenstelephone: +32 (0)9 264 54 89website adres: awww.ugent.be
    • research themes and infrastructuremain research themes Design, construction and monitoring of coastal structures (breakwaters, sea dikes, …) Research on structural response of coastal structures: • hydraulic stability of HARO® armour unit • pore pressure attenuation in a rubble mound breakwater • wave run-up and wave overtopping over coastal structures Renewable (wave, tidal, offshore wind) energyIntegrated research based on: on full scale measurements on prototype physical scale model tests numerical modellingmain infrastructure and know-how Jetty for prototype measurements on Zeebrugge breakwater Wave flumes for physical scale modeling Numerical wave flumes Laboratory instrumentation: PIV meter, profiler, run-up gauge, … Dept. of Civil Engineering, UGent
    • Field measurements Physical modelling Numerical modellingField Measurement Sites: Wave flume and instrumentation: Boussinesq models•Jetty Zeebrugge •PIV VOF-models•harbour Oostende•beach Oostende•seadike Oostende•Pier Blankenberge •Wave run-up gauge Height function models •Profiler •MILDwave •VOFbreak2•Westerschelde estuary •SimWave•Leie inland navigation Dept. of Civil Engineering, UGent •FLUENT •FLOW-3D •OpenFOAM •Delft-3D •Overtopping measurements •Wamit
    • wave energy conversionFlansea Full scale tests and scale tests Numerical simulationsWECwakes Single buoy in wave flume Park lay-out within EU project (Hydralab IV: Wecan group)
    • violent wave impacts on coastalstructures with cantilever surfaces promenade original floor sea floor PhD Dogan KISACIC Dept. of Civil Engineering, UGent
    • attenuation of wave induced pore pressures inside a rubble mound breakwater calculation method for attenuation of pore pressures validated using experimental data (large scale model, prototype) exponential decay with damping coefficient δ PhD Peter TROCH PhD Dieter VANNESTE 1 n 2 L2 p δ = aδ aδ = 0.014 Hs b 6.0 5.0 4.0 δ [-] 3.0 2.0 LWF data set, cf. Troch (2000) Zeebrugge data, cf. Troch (2000) 1.0 Linear fit 0.0 0 100 200 300 400 500 n1/2Lp2 / Hsb [-]
    • wake effects in farms of wave energyconverters PhD Charlotte BEELS PhD Vicky STRATIGAKI Wake effects Farm lay-out using MILDwave 7
    • hydrodynamic performance ofovertopping wave energy converters PhD Lander VICTOR 8
    • Coastlab 1 2 GHENT UNIVERSITY17-20 September 2012 Ghent, Belgium www.coastlab12.com www.awww.ugent.be