Matches in Ghent University Academic Bibliography for { <https://biblio.ugent.be/publication/01HBGHVKQVS957GKB0SG70HWCY> ?p ?o. }
Showing items 1 to 28 of
28
with 100 items per page.
- 01HBGHVKQVS957GKB0SG70HWCY classification C1.
- 01HBGHVKQVS957GKB0SG70HWCY date "2023".
- 01HBGHVKQVS957GKB0SG70HWCY language "eng".
- 01HBGHVKQVS957GKB0SG70HWCY type conference.
- 01HBGHVKQVS957GKB0SG70HWCY hasPart 01HBGHZ7D706A3ME31987WY7R5.pdf.
- 01HBGHVKQVS957GKB0SG70HWCY subject "Technology and Engineering".
- 01HBGHVKQVS957GKB0SG70HWCY doi "10.9753/icce.v37.structures.46".
- 01HBGHVKQVS957GKB0SG70HWCY isbn "9780989661164".
- 01HBGHVKQVS957GKB0SG70HWCY issn "0589-087X".
- 01HBGHVKQVS957GKB0SG70HWCY issn "2156-1028".
- 01HBGHVKQVS957GKB0SG70HWCY issue "37".
- 01HBGHVKQVS957GKB0SG70HWCY presentedAt urn:uuid:396027e1-9a14-407e-8950-ff0c47cfdb0f.
- 01HBGHVKQVS957GKB0SG70HWCY abstract "The still water level (SWL) during a storm is always dynamic (storm surge). The variability of the water level can be schematized as a time-varying hydrograph of a certain duration. The average wave overtopping discharge q is a function of the ratio between the freeboard Rc (the structure crest elevation above SWL) and the significant wave height Hm0. Since the variation during a storm of the SWL changes the freeboard Rc, the wave overtopping discharge is variable. Typically, in the laboratory the wave overtopping on coastal defense structures is investigated for a constant water level (CWL) and a pre‐determined structural exposure time frame. This exposure time frame is often representative for the storm surge peak or for a statistically representative number of individual waves (e.g. 1000 waves), not considering any variable water level (VWL). For the case of wave overtopping in VWL conditions, no validated prediction formulae exist (Kerpen et al. 2020) and the prediction is rather based on safe assumptions and engineering judgement. This research investigated the influence of a VWL on the prediction of the average wave overtopping discharge q.".
- 01HBGHVKQVS957GKB0SG70HWCY author 2C90FC06-ABF9-11E4-90E9-AF57B5D1D7B1.
- 01HBGHVKQVS957GKB0SG70HWCY author F4B295BA-F0ED-11E1-A9DE-61C894A0A6B4.
- 01HBGHVKQVS957GKB0SG70HWCY author fd34b9e5-e86b-11ed-9022-c40781987a7f.
- 01HBGHVKQVS957GKB0SG70HWCY author urn:uuid:66f89e3b-22d6-4dca-83d1-3175830156a4.
- 01HBGHVKQVS957GKB0SG70HWCY author urn:uuid:71d503ea-1430-48c0-9267-1760c97eb95c.
- 01HBGHVKQVS957GKB0SG70HWCY author urn:uuid:cb9da178-188c-460c-8de5-8990c103d5ea.
- 01HBGHVKQVS957GKB0SG70HWCY author urn:uuid:da1d0bb1-927d-4c94-add4-14af149dfa92.
- 01HBGHVKQVS957GKB0SG70HWCY dateCreated "2023-09-29T13:25:41Z".
- 01HBGHVKQVS957GKB0SG70HWCY dateModified "2024-10-29T17:36:47Z".
- 01HBGHVKQVS957GKB0SG70HWCY editor urn:uuid:9f517556-a6fe-44aa-9780-04c92b808e0a.
- 01HBGHVKQVS957GKB0SG70HWCY name "Wave overtopping over a dike for variable water level".
- 01HBGHVKQVS957GKB0SG70HWCY pagination urn:uuid:64beb78b-d500-47b9-b682-149602afe3c9.
- 01HBGHVKQVS957GKB0SG70HWCY sameAs LU-01HBGHVKQVS957GKB0SG70HWCY.
- 01HBGHVKQVS957GKB0SG70HWCY sourceOrganization urn:uuid:908910ce-c0b1-480b-b8a7-535b18626870.
- 01HBGHVKQVS957GKB0SG70HWCY type C1.