Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
1720528 | Coastal Engineering | 2016 | 14 Pages |
Abstract
Wave-induced flow velocity and turbulence may cause scouring in the seabed around coastal structures depending on the wave climate and tidal water depth. A 3-D physical modelling study was conducted to investigate the possible causes of the sinking of two submerged coastal structures on the Santa Maria del Mar (SMM) beach, Spain. The experimental investigation was conducted by employing a Froude similarity law with a geometric scale of 1:20, and the submerged modular structure was subjected to different wave climates and tidal water levels. The combinations of the significant wave height and peak period were chosen from in-situ real wave conditions that were monitored during the sinking of the prototype structures. Linking and unlinking conditions for the modules in the structure were investigated in this study. The results show that the modules sank to approximately 48% of their height at the end of the tests with storm waves and semi-linking conditions of low water depth. Most of the experimental results were compatible with the prototype monitoring results. Tests with proper linking among the modules and tests with an appropriate gravel foundation resulted in a sustainable solution because they presented much less or almost no scouring and sinking.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Ocean Engineering
Authors
A.B.M. Khan-Mozahedy, Juan J. Muñoz-Perez, Maria G. Neves, Francisco Sancho, Rita Cavique,