
VERIFICATION OF THE CONSEQUENCES OF WAVEDIRECTIONALITY ON THE LOADING OF LONG COASTAL STRUCTURES BY FIELD EXPERIMENTS
Author(s) -
J. Van Heteren,
H.C. Botma,
A.P. Roskam,
J.A. Battjes
Publication year - 1986
Publication title -
proceedings of conference on coastal engineering/proceedings of ... conference on coastal engineering
Language(s) - English
Resource type - Journals
eISSN - 2156-1028
pISSN - 0589-087X
DOI - 10.9753/icce.v20.179
Subject(s) - field (mathematics) , metre , acoustics , current meter , front (military) , current (fluid) , geology , mechanics , physics , computational physics , meteorology , mathematics , oceanography , astronomy , pure mathematics
Field measurements were done at the Haringvliet barrier to verify the theory that loading on long structures shows a considerable reduction if wave directionality is taken into account instead of calculating with uniform long crested waves. Wave loads were measured with a row of pressure meters at the barrier. Directional parameters of the incoming wave field were calculated from the signals of a 3-component acoustic current meter, mounted 7.5 meter in front of the barrier. These calculations were different from those used for an open sea, since the waves near a reflecting structure are formed by two highly correlated wave fields. The agreement between the results of the measurements and theory is good.