| MSc - Physical modeling of overtopping in Dune Dike hybrid NbS and development of an empirical formula |
Identifier financieringsorganisatie: WL 25_090 (Other contract id)
Co-financieringscodes: 5114 - Departement Mobiliteit en Openbare werken
Periode: Augustus 2025 tot Juli 2026
Status: Afgelopen
Thesaurustermen Dijken; Duinen; Fysische modellen; Golfoverslag; Kust- en estuariene hydraulica
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| Instituten (2) |
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- Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie Mobiliteit en Openbare Werken; Departement Mobiliteit en Openbare Werken; Waterbouwkundig Laboratorium (WL), meer, promotor
- Universiteit Gent (UGent), meer, opdrachtgever
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| Abstract |
Problem focus: How do duneādike (DD) interactions control wave overtopping under extreme conditions? Core questions: - Q1: How do relative position (foredune offset), crest levels, and dune geometry modify overtopping discharge compared with standalone dikes/dunes?
- Q2: What non-dimensional parameters controls the DD-hybrid performance (e.g, slope tanš½, roughness, permeability factors, relative set-back)?
- Q3: Can we derive a practical empirical formula for design/assessment, with quantified uncertainty, that reduces to EurOtop-style predictors for the cases?
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