Wave Forces on Crown Walls

Jan Pedersen, H. F. Burcharth

Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer review

11 Citationer (Scopus)

Abstrakt

This paper presents some of the results from a large parametric laboratory study including more than 200 long-duration model tests. The study addresses both the wave forces imposed on the breakwater crown wall as well as the performance of the structure in reducing the wave overtopping. The testing programme includes variations of the sea state parameters and of the geometrical configuration of the breakwater and crown wall. Basic relations between forces/overtopping and the varied parameters are examined and preliminary design guidelines for structures within the tested range of variations are proposed.
OriginalsprogEngelsk
TitelCoastal Engineering 1992, : 23rd International Conference, 4-9 October 1992, Venice
Antal sider14
Udgivelses stedNew York
ForlagAmerican Society of Civil Engineers
Publikationsdato1993
Sider1489-1502
Kapitel114
ISBN (Trykt)0-87262-933-3, 0893-8717
StatusUdgivet - 1993
Begivenhed23rd International Conference on Coastal Engineering - Venice, Italien
Varighed: 3 okt. 19929 okt. 1992
Konferencens nummer: 23

Konference

Konference23rd International Conference on Coastal Engineering
Nummer23
LandItalien
ByVenice
Periode03/10/199209/10/1992

Emneord

  • Wave Forces
  • Breakwater Crown Wall
  • Wave Overtopping
  • Breakwaters

Citationsformater

Pedersen, J., & Burcharth, H. F. (1993). Wave Forces on Crown Walls. I Coastal Engineering 1992, : 23rd International Conference, 4-9 October 1992, Venice (s. 1489-1502). American Society of Civil Engineers.