Funder identifier: WL 16_125 (Other contract id) Principal funding codes: 5699 - Other Flemish public, semi-private and pararegional institutions not mentioned elsewhere Period: November 2016 till March 2018 Status: Completed
Thesaurus terms Coastal and estuarine hydraulics; Hydraulic structures; Hydrometeo climate of extreme storms; Literature and desktop study
Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie Mobiliteit en Openbare Werken; Departement Mobiliteit en Openbare Werken; Waterbouwkundig Laboratorium (WL), more, executant
Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie van Mobiliteit en Openbare Werken; Agentschap voor Maritieme Dienstverlening en Kust; Afdeling Kust, more, proposer
Between the existing storm walls at Zeeheldenplein and Visserskaai in Ostend, a missing storm surge wall needs to be built. For the architectural design of this wall, Afdeling Kust wishes to have the following data determined (i) minimum wall height so that an average transhipment flow rate of 1 l/m/s is not exceeded during a 1000-year storm and (ii) the design value of the impact force on the storm surge wall due to wave load. This opinion makes a recommendation for the wall height and design load based on existing studies of the design Zeeheldenplein and the storm surge wall along Visserskaai.
Vanneste, D.; Willems, M.; Mostaert, F. (2018). Overstromingsmaatregelen haven Oostende: advies muurhoogte overgangszone Zeeheldenplein – Visserskaai. Versie 5.0. WL Rapporten, 16_125_1. Waterbouwkundig Laboratorium: Antwerpen. 9 + 3 p. bijlagen pp., more
