Fishing and commercial port CABO SAN JUAN in EQUATORIAL GUINEA
• Study of maritime climate and transfer of swells by mathematical model from the open sea to the site of the new Harbor. • Calculation of the waves at the foot of the protective structures at different return periods: 10 years, 20 years, 50 years and 100 years. • Study of agitation in the access channel and right of the docking structures to optimize the ground plan. • Execution study of the protection works (main pier) at different depths in current profiles and at the bullnose. • shell, sub-layer, toe abutment, edge level (Rup up), interior slope, circulation slab, guard wall. • Execution study of docking structures: Dock at -6 Hydro. Dock at -7 Hydro. Dock at -9 Hydro. RO-RO station at -6, -7 and -9 Hydro.