Ho PARAMETER FOR PRELIMINARY DESIGN OF CONVENTIONAL BREAKWATER STRUCTURAL HEAD. DATA ANALYSIS OF SPANISH NORTH COAST HARBOURS

Proceedings of the International Conference on Coastal Engineering

Ovidio Varela Carnero²  Vicente Negro Valdecantos¹ 

[1] University of Madrid;Harbour Dpt. DRAGADOS

关键词: Spain;    preliminary design;    breakwater;    breakwater head;   

DOI  :  10.9753/icce.v24.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

The determination of the response of a Coastal Structures to waves is almost determined by model tests of using formulae fitted to model data. Using results of Aalborg University, 1987- 88, and Collecting Spanish data from the North Coast, 1988, we approach for preliminary design the dimensionless wave height parameter, H0, Van der Meer, 1988 for conventional breakwater, structural head, and start of damage and collapse of the structure. The effect of wave length, storm duration, and the influence of the breakwater geometry, interlocking blocks and water depth will be include in the future for better calibration of Van der Meer parameter.

【 授权许可】

Unknown