INTAKE CAISSON FOR THE BESÓS 5 C.T.C.C. (BARCELONA, SPAIN). ADAPTATION STUDY
The intake caissons of the Besós I and Besós II C.T.C.C. were redesigned and strengthened for their new use at the Besós V C.T.C.C. Key tasks carried out included: • Hydraulic adaptation of the existing caissons to the new requirements. • Structural works: • Surveying of the current condition • Study and design calculations to […]
CONSTRUCTION PROJECT FOR GRANADILLA II PUMPING STATION. TENERIFE
Design of the water intake caisson for the Granadilla Combined Cycle Thermal Power Plant in Tenerife. The caisson is made of reinforced concrete. It has a length of 32.1 m with a beam of 10.3 m and a depth of 9.41 m. It must be stable while floating during certain phases of its construction. It […]
DRAFTING OF EXECUTION PROCEDURES FOR THE UNDERWATER CONCRETE SLAB OF THE INTAKE CAISSON AT THE TIRAJANA CCPP. GRAN CANARIA
The work consists of technical consultancy for the execution of the intake caisson slab using underwater concrete for the expansion of the intake at the Barranco de Tirajana 2 Combined Cycle Power Plant. The characteristics of the slab are: . Approximate volume of 2,500 m3 . Thickness of 3 m. . Concreting using 9 tremies […]
ALTERNATIVE SOLUTION FOR THE INTAKE WORKS FOR THE COSTA DEL SOL DESALINATION PLANT PROJECT, MÁLAGA (SPAIN)
Redesign and optimization of the seawater intake system through a filtering breakwater, improving the following aspects: . Modelling of the breakwater armour layer for its function as a filter. . Study of the filtration network through Plaxis modelling . Improvement and refinement of the intake caisson.
INITIAL DOCUMENT FOR THE PROJECT TO ENABLE THE NAVIGATION CHANNEL FOR NEW TRAFFIC AT THE PORT OF HUELVA
The initial document for the Project is prepared to summarize the actions planned by the Port Authority of Huelva to enable the Port’s navigation channel for the anticipated new traffic. This document is prepared to comply with Law 21/2013 on Environmental Impact Assessment, with the objective of requesting that the environmental authority prepare a scoping […]
SLOPE AND WALL PROJECT. WEST SIDE. C. T. C. C. GRANADILLA II (TENERIFE)
Project preparation, the purpose of which is to calculate and justify the design of the walls and slopes required to expand the plot on its West side, setting back the currently existing slope. The expansion on the West side of the plot requires the construction of different types of walls: •Wall 1 consisting of: • […]
SLOPE AND WALL PROJECT. NORTH SIDE. C. T. C. C. GRANADILLA II (TENERIFE)
Drafting of the project aimed at calculating and justifying the design of the slopes required to expand the plot on its North side.
INITIAL DILUTION STUDY OF THE DISCHARGE FROM THE CAMPO DALÍAS DESALINATION PLANT (ALMERÍA)
Given the uncertainty regarding the behavior of the diffuser designed during the Preliminary Project and Environmental Impact Study phase, INCREA was requested to conduct a comprehensive initial dilution study (using the CORJET model) with a twofold objective: . To calculate the initial dilution in the different operating phases of the desalination plant . To calculate […]
RELOCATION OF THE SUBMARINE OUTFALL FOR THE MANCOMUNIDAD DEL SURESTE, GRAN CANARIA
Drafting of the modified project, proposing a change in the pipeline route, which will run along the current pier, reaching the sea through a shaft created in a cell of one of the breakwater caissons. It consists of: • LAND section: • PE 100 pipe • Length 1,047 m • Outer diameter 900 mm • […]
VALDELENTISCO DESALINATION PLANT PIPELINES, CARTAGENA, MURCIA. STUDY OF CONSTRUCTION PROCESSES FOR THE
Studies conducted on the PPA&KRAH pipelines for the design of their sinking process and verification of their behavior during the same. The sinking by means of floats of the brine discharge outfall and intake pipeline is analyzed, with the pipelines studied having an internal diameter of 1,800 mm (intake) and 1,500 mm (discharge). The process […]