Abstract: New stability formulas for rubble mound revetments and breakwaters under random wave attack have been established as a result of a comprehensive model investigation at Delft Hydraulics. These formulas include parameters ...

Abstract: The changes in the wave spectrum and significant wave height near a reflective structure are investigated. Significant wave-height measurements with a one wave gauge show a standing wave pattern near the structure, extending ...

Abstract: Knowledge on wave‐runup levels is important for a proper design of the crest height of coastal structures. An overall view of the literature supports the assertion that smooth slopes cause the highest possible runup levels. ...

Abstract: Low‐crested structures can be classified in three categories: dynamically stable reef breakwaters, statically stable low‐crested structures with their crest above still‐water level (SWL), and statically stable submerged ...