WAVE LOADS ON SEADYKES WITH COMPOSITE SLOPES AND BERMS

Proceedings of the International Conference on Coastal Engineering

Joachim Grune¹  Hendrik Bergmann² 

[1] Deputy Operation Manager of Joint Institution Large Wave Channel (GWK) of the University of Hannover;Hydrodynamic and Coastal Engineering Dept. of LeichtweiB Institute of the Technical University of Braunschweig

关键词: dike;    wave loads;    composite slope;   

DOI  :  10.9753/icce.v24.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

This paper deals with investigations on loads from wave-induced shock pressures on seadykes with composite slopes and berms. The investigations have been done with large scale laboratory tests, using different wave climate characteristics (regular waves, PM - spectra and field spectra). Two different types of dyke cross-sections have been investigated: one with an upper slope 1:6 and a berm in front, and the other one with composite slopes 1:3 in the lower part and 1:6 in the upper part. The presented results were discussed with respect to the influences of wave climate, of absolute waveheights and of geometrical conditions.

【 授权许可】

Unknown