Wave overtopping of vertical coastal structures : influence of wave breaking and wind : [report on physical model tests and desk study]
The influence of both wave breaking and wind on the wave overtopping discharge of vertical sea-walls werd assessed. The influences of wave breaking agreed with the trends as pointed out by Goda (1985). The influence of wind appeard to be smaller than expected.
- Datum rapport
- 1 september 1995
- Auteur
- J.P. de Waal; WL|Delft Hydraulics
- Uitgever
- WL|Delft Hydraulics.
- Annotatie
-
VI, 42 p. [+ app. without pagination]
App., fig.
With ref.
Reportno. H 1635, serialno. TAW-A1
Committed by Ministry of Transport, Public Works and Water Management (Rijkswaterstaat), Road and Hydraulic Engineering Division = Ministerie van Verkeer en Waterstaat, Rijkswaterstaat, Dienst Weg- en Waterbouwkunde (RWS, DWW) for the Technical Advisory Committee on Sea Defences = Technische Adviescommissie voor de Waterkeringen (TAW).
Projectname TAW*BELAST, contract reference DWW-742 - Documentnummer
- 374850