​Coastal Protection and Recovery

​Through the analysis of field work survey and computational numerical models, it is possible to reproduce the behavior of a given region and then define project critera, such as: significant wave heights, currents, siltation rate, design of coastal breakwater structures, spikes and jetties. Its dimensioning includes, besides drawings and calculation memory, the verification of slope stability, definition of the project dimensions due to overtopping, and also the definition of the ideal and necessary length of these coastal structures to protect internal areas.

​It is possible to develop studies for each project situation, in which solutions can be studied for several inclinations of slopes, size and weight of rocks and, depending on the height wave variation, design several structure segments that result in economic savings on the construction site. Due to hydrodynamic studies, it is possible to elaborate the executive methodology and both sequence of its execution itself and of the adaptation and recovery of its structures.