PRELIMINARY ANALYSIS OF THE STABILITY OF RUBBLEMOUND BREAKWATER CROWN WALLS

Proceedings of the International Conference on Coastal Engineering

David G. Hamilton¹  Kevin R. Hall¹ 

[1] Department of Civil Engineering, Queen's University, Kingston

关键词: crown wall;    breakwater;    rubble mound breakwater;    breakwater stability;   

DOI  :  10.9753/icce.v23.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

A series of two-dimensional hydraulic model tests was carried out to investigate the stability of rubblemound breakwater crown walls. The effect of seven design parameters on the minimum mass required for a crown wall to remain stable was studied: wave height, wave period, crown wall height, water level, front slope of the breakwater, position of the crown wall and length of stabilizing legs. Observations regarding the type of wave interaction, degree of overtopping, superstructure movement and overall hydraulic stability were studied. The coefficient of friction at the crown wall/breakwater interface was also measured. The crown wall superstructure was located on the crest of a conventional multi-layer breakwater and was subjected to both regular and irregular wave attack. Preliminary analysis of this data set is presented which shows trends established for each of the seven design parameters.

【 授权许可】

Unknown