EAST BREAKWATER, DREDGING AND ACCESS IMPROVEMENT TO THE SOUTH BASIN OF THE PORT OF CASTELLÓN. EXTENSION
Variant Project with adaptation of the internal structure and the lengths of the caissons to the contractor’s formwork. The works consist of: • Construction of a 372 m extension breakwater using a mixed section of caissons and 15 m³ and 20 m³ blocks at the head • Construction of two Ro-Ro ramps using caissons at […]
WAVE POWER PLANT AT THE PORT OF A GUARDA. PONTEVEDRA
In response to the demand for alternative electrical energy, this project is drafted to assess the feasibility of installing a wave power plant at the Port of A Guarda. The planned works consist of the installation of a total of 20 composite modules, each comprising: • A wave collector • A turbo-generator (Wells turbine) • […]
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 […]
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 […]
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 […]
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 EXPANSION OF THE PORT OF AGAETE, GRAN CANARIA (CANARY ISLANDS)
This involves the drafting of the Variant Solution to the Base Project, including the following works:• Redesign of the caissons of the second alignment of the breakwater• Stability analysis and optimization of the caisson width• Conversion of caissons from rectangular cells to circular cell caissons• Reinforcement design• Optimization of the berm protection• Greater use of […]
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• […]
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 […]
TECHNICAL ASSISTANCE FOR THE STABILITY REVIEW OF QUAYS 2 AND 3 IN ACCORDANCE WITH ROM 2.0. 0- 11
Design review of quays 2 and 3 sheltered by the La Esfinge breakwater in accordance with the new ROM 2.0-11 and redesign of the caissons and sections.The main characteristics of the quays are: • Caissons with a depth of 13 and 17 m and a beam of 9 and 14.5 m. • Drafts of 10 […]