MARINE CLIMATE AND DILUTION STUDIES FOR LOCATION ALTERNATIVES OF A NEW BIOMASS PLANT
As part of the work to be carried out for the study of different location options for a new biomass plant in the Canary Islands, the following studies were conducted:The characteristics of the pipeline are: • Marine climate study for the La Esfinge location • Discharge dilution study for the La Esfinge location • Marine […]
OFFSHORE PIPELINES FOR PETROLEUM PRODUCTS IN SALINETAS, GRAN CANARIA, SPAIN.
– 2 metallic offshore pipelines for transporting petroleum products: •Nominal diameter = 16” (14” alternative) •Length = 500 m (each) •Three-layer and concrete coating– Concrete ballast, continuous and at joints.– Auxiliary construction structures: •Auxiliary sloped breakwater •Launch ramp– Construction phases and methodologies: off-bottom pulling– Technical specifications– Measurements
CONSTRUCTION PROJECT OF COMMERCIAL DOCKS AND ESPLANADES PROTECTED BY THE BOTAFOC DIKE IN THE PORT OF IBIZA (SPAIN)
Construction Project for docks protected by the Botafoc dike. The expansion consists of: • Two transverse docks, 200 m long and 30 m wide, designed with piles • Two dolphin berths located at the ends of the aforementioned docks • A 380 m long caisson-type longitudinal dock that forms a 75,000 m2 esplanade The draft […]
EXTENSION OF THE SAN PEDRO DE PINATAR WASTEWATER TREATMENT PLANT OUTFALL (MURCIA)
The Project involves the constructive design for the 2 km extension of the WWTP outfall.The pipe characteristics are:• Material: PE100.• Pipe definition: existing outfall Øe=900 mm and extension Øe=1,200 mm• Length: 3,800 m for the existing outfall and 2,000 m for the extension• Maximum flow rate: 1.23 m³/sA detailed study of the following aspects is […]
MODIFICATION OF PILES AND PILE CAPS AT SAN CARLOS DE LA RÁPITA MARINA, TARRAGONA
Structural design and verification of the piles and pile caps supporting the fixed pontoons of the San Carlos de la Rápita marina (Tarragona). A 2D finite element model is used to calculate forces and deformations. The piles will be HEB-300 profiles, and the pile caps will be made of reinforced concrete. An exhaustive analysis of […]
MARINE CIVIL WORKS FOR REPSOL’S CRUDE OIL UNLOADING JETTY AT THE OUTER PORT OF LANGOSTEIRA
New crude oil unloading jetty at the Outer Port of Punta Langosteira for 200,000 DWT vessels. The jetty’s marine works consist of a set of caissons with depths of 24.50 m and 29.00 m, forming the berthing platform, berthing dolphins, mooring dolphins, the access bridge piers, and the substation platform and access road. The guaranteed […]
BASIC PROJECT FOR THE ESPLANADE AND COMMERCIAL QUAYS SHELTERED BY THE BOTAFOC BREAKWATER IN THE PORT OF IBIZA. BALEARIC ISLANDS (SPAIN)
Basic Project for commercial quays sheltered by the Botafoc Breakwater, consisting of: • Longitudinal quay and esplanade, on the shore of Isla Plana, consisting of 3 types of caissons anchored at levels -14, -10.6 and 7.8. • Transverse quays: two piled quays to reduce wave agitation in the basin.
DESIGN OF MOORING BUOY FIELD IN DESIGNATED AREAS NEAR TABARCA ISLAND, ALICANTE
The study consists of the design of a buoy field in the designated mooring area surrounding Tabarca. By enabling mooring through buoys, the anchors of recreational vessels are prevented from dragging posidonia, thereby protecting the significant environmental value of Tabarca Island, declared a Marine Reserve.
TENDER DESIGN VARIANT PROJECT FOR THE WEST QUAY SOUTH SECTION OF THE SAGUNTO PORT EXPANSION. VALENCIA (SPAIN)
The works defined in this Project consist of a quay measuring 204.77 meters, the adjacent service esplanade, and a Ro-Ro ramp at its junction with the South Quay. • Quay: The quay structure is formed by 6 caissons. • Esplanade: An esplanade of approximately 25,700 m2 is created. • Trench dredging: To obtain material for […]
VARIANT WHARF PROJECT FOR MULTIPURPOSE BULK TERMINAL AT ESCOMBRERAS DOCK. CARTAGENA, MURCIA (SPAIN)
Definition of the complete wharf and two fill zones. The Wharf for the Multipurpose Terminal extends from the Solid Bulk Wharf of this same dock, in a direction perpendicular to its berthing line. It consists of: • Operating area: 500 m x 90 m • Wharf line 640.87 m • Caissons founded at elevation -24.00 […]