CALCULATIONS FOR THE GRANADILLA COUNTERBREAKWATER (TENERIFE, CANARY ISLANDS)
As part of the works for the new Port of Granadilla, the construction of a counterbreakwater is included. The calculations carried out in this study are due to the installation of a buoy in the Port area, which modified the design wave climate. In addition, the change in the works schedule means that the counterbreakwater […]
MODIFICATIONS TO THE CONSTRUCTION PROJECT FOR THE EXPANSION OF THE PORT OF BLANES
The main modifications with respect to the Construction Project are: . Modification of the caisson cells, changing to circular cell caissons . Towing study of the caissons from Sagunto. . Modification of alignment 2, eliminating the dissipative chamber and introducing a slightly recessed double parapet An in-depth study of the overtopping phenomenon (using both physical […]
PORT OF TABARCA, ALICANTE. CONSTRUCTION PROJECT FOR URGENT INTERVENTIONS
Construction Project detailing the urgent interventions to be carried out for the proper operation of the Port of Tabarca. Maximum importance is given at all times to the environmental protection of the enclave. The interventions comprising the Construction Project are: 1.- Breakwater Repair: The protective riprap for the Tabarca Island Port breakwater is calculated. This […]
CONSTRUCTION PROJECT FOR THE EXTENSION OF THE BREAKWATER–WHARF AT SANTA CRUZ DE LA PALMA, LA PALMA (CANARY ISLANDS)
Extension of the port breakwater by 100 m so that large cruise ships can berth more safely at the attached quay on the lee side. The main characteristics of the extended breakwater are: • Caissons of 27 m depth and 25 m width • Depth at the toe of the berm: -62 m • Parapet […]
VARIANT PROJECT FOR THE EXPANSION OF THE PORT OF PLAYA BLANCA, LANZAROTE (CANARY ISLANDS)
This involves the drafting of the Variant Solution to the Base Project, including the following works:• Redesign of the caissons of the vertical breakwater• Conversion of caissons from rectangular cells to circular cells• Reinforcement design• New inner berth• Increase in the capacity of the piled berth• Improvements to the Ro-Ro ramps• Increase in bollard capacity• […]
VARIANT PROJECT FOR THE SOUTH CLOSURE OF THE SPHINX BASIN. PHASE 1 – HAMMER
Drafting of the Tender Project, adapting the Base Solution to the contractor’s means, changing from square-cell caissons to circular ones.The works consist of the extension of the existing Sphinx breakwater in a north–south direction with a total length of 34.00 m (1 caisson), and a second alignment in an east–west direction with a total length […]
VARIANT PROJECT FOR THE EXTENSION OF LOS MÁRMOLES BREAKWATER, LANZAROTE (CANARY ISLANDS)
Drafting of the Tender Project, adapting the Base Solution to the contractor’s means, changing from square-cell caissons to circular ones, in accordance with the UTE’s means.In this project, the works corresponding to the extension of the existing Los Mármoles Breakwater will be carried out, this being the main action of Phase I.The length of the […]
NEW WESTERN BREAKWATER (PHASE 1) PORT OF ALMERÍA VARIANT PROJECT
Project consisting of adapting the Tender Project to the contractor’s means. The main modifications are: • Modification of caisson cells, converting them into circular cell caissons • Recalculation of reinforcement considering construction phase, towing and service phase • Study of caisson towing from Cartagena, where fabrication is planned, due to draft availability constraints • Recalculation […]
PROTECTION OF THE MARINE PLATFORM OF THE CCC OF KOUDIET (ALGERIA)
Within the Construction Project for the seawater intake pipelines of the CCC of Koudiet, the design of the protection of the Koudiet marine platform is included. The studies carried out include: • Design of protection rock armor: calculation using Hudson and Van der Meer formulations • Design of toe protection rock armor at the breakwater […]
WAVE POWER PLANT AT THE PORT OF MUTRIKU (GIPUZKOA). REPAIR
The repair works on the maritime structures of the wave power plant at the Port of Mutriku mainly consist of constructing a protective structure for the front wall of the air compression chambers to prevent the direct impact of waves. The objective is to reconstruct and repair the plant and to build a chamber in […]