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Methodology for Safety Assessment 2021: XBeach BOI – sensitivity analysis and model validation
De Roo, S.; Trouw, K.; De Maerschalck, B. (2026). Methodology for Safety Assessment 2021: XBeach BOI – sensitivity analysis and model validation. Version 4.0. FH reports, 18_037_6. Flanders Hydraulics: Antwerp. VIII, 62 + 5 p. app. pp. https://dx.doi.org/10.48607/401
Deel van: FH reports. Flanders Hydraulics: Antwerp. , meer
Methodology for Safety Assessment 2021: XBeach BOI – sensitivity analysis and model validation

Trefwoorden
    Coastal protection > Coastal protection against erosion > Beaches and foreshores
    Coastal protection > Coastal protection against erosion > Dunes
    Coastal protection > Coastal safety against extreme storms > Sea dikes
    Coastal protection > Coastal safety against extreme storms > Soft coastal defences
    Earth sciences > Geology > Geomorphology > Coastal morphology
    Erosion
    Methodologies
    Numerical modelling
Author keywords
    Safety assessment; XBeach

Project Top | Auteurs 
  • Hydraulische randvoorwaarden en toetsingsmethodologie 2021, meer

Contactgegevens

Opdrachtgever: Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie van Mobiliteit en Openbare Werken; Agentschap voor Maritieme Dienstverlening en Kust; Afdeling Kust, meer


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Abstract
    Since the 2015 Coastal Safety Assessment, XBeach is applied for the morphodynamic modelling of the normative storm conditions. Being under continuous development, a further validation of the newest XBeach version was necessary upon use in the 2021 Coastal Safety Assessment (SA21).
    A thorough sensitivity analysis learned about the differences between the released XBeach versions. Some physics got integrated or improved and the model’s architecture was adjusted at some points. Based on a (limited) model validation with field measurements, it was found that the BOI (Beoordelings- en OntwerpInstrumentarium) settings, calibrated in the framework of the methodology update of the Dutch Coastal Safety Assessment, are also suitable for use along the Belgian coast. Only the wetslp parameter, determining the critical avalanching slope under water, was slightly lowered to 0.10 (instead of 0.15). No structural bias was found in the model’s performance and the scatter index was acceptably low, being 0.14 and 0.30 for the modelled retreat distance and erosion volume respectively.
    The XBeach model set-up and settings for the 2021 Coastal Safety Assessment are now based on the validated 2DH application of XBeach as described in this report. For this assessment, the entire Belgian coast will be divided into 28 coastal areas. For each of these coastal areas, the morphodynamic response to a 45-hour normative storm will be assessed and the safety level will be evaluated.

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