Wave reflection from partially perforated-wall caisson breakwater

Experimental Studies on Wave Interactions of Partially Perforated Wall under Obliquely Incident Waves

This study presents wave height distribution in terms of stem wave evolution phenomena on partially perforated wall structures through three-dimensional laboratory experiments. The plain and partially perforated walls were tested to understand their effects on the stem wave evolution under the monochromatic and random wave cases with the various wave conditions, incident angle (from 10 to 40 de...

Wave interaction with a perforated circular breakwater of non-uniform porosity

Wave Energy Dissipation Using Perforated and Non Perforated Piles

The indispensable vital structure in any harbor is a breakwater in order to make available calm water region inshore. Pile breakwater can be employed as a small coastal protection structure where tranquility required is low. This study is concerned with CFD study on the performance of perforated hollow pile to dissipate wave energy and the novelty of this investigation is the role of perforatio...

Experimental Studies of Wave Transmission through Single Perforated Sheets and Upright Perforated Wave Filters

Characteristics of Wave Reflection for Vertical and Slit Caissons with Porous Structures

Offshore structures are occasionally located at a relatively deep water region, the outside of breakwater. In this case, these structures may be damaged by the supposition of incident and reflected waves from a vertical breakwater. To prevent the damage, the reflected waves are controlled by installing porous structures at the face of the vertical breakwater. In this study, numerical experiment...