Abstract:

Waves are built for different purposes to protect against the devastating effects, to ensure that marine vehicles can operate safely or to become a direct coastal protection structure. The design of waves that can be built using different materials and techniques is an important subject in coastal engineering. Shelled face stone filling waves are a type of waves that is frequently found in the application. The most important parameter in the design of the wavelength is the stability of the wavelength. In this context, the investigation of the local bulbs that will occur in the floating ball that will directly affect stability is important. In the framework of the study, the local ground movements occurring in the body cutting ball of stone fillers under the regular wave effect have been experimentally studied. The UVP device and its connected operating detectors have measured the time-related depths and from here the final proportional depths are calculated. Through the experimental results obtained, the subject was interpreted as the base material, the curve curve and the state of wave would influence the curve.

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