SUBMARINE PIPELINES FOR THE NUNGUA DESALINATION PLANT (REPUBLIC OF GHANA), CONSTRUCTION PROJECT
The Project includes the construction design of the submarine pipelines for the desalination plant, including the intake structure and the diffuser section. The pipeline characteristics are: • Material: PE100. • Pipeline specifications: intake Øe=1200 mm SDR 26 and discharge Øe=900 mm SDR 33 • Length: 150 m discharge and 450 m intake • Maximum flow […]
SUBSEA PIPELINES FOR THE MANTOVERDE DESALINATION PLANT (CHILE), DETAILED DESIGN
The project includes the detailed design of the desalination plant’s subsea pipelines, including the intake structure and the diffuser section. The pipeline characteristics are: • Material: PE100. • Pipeline specification: intake Øe=800 mm SDR 26 and discharge Øe=560 mm SDR 26 • Length: 709 m discharge and 510 m intake • Maximum flow rates: intake: […]
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
SUBMARINE PIPELINES FOR SANITATION IN THE SOUTHERN DISTRICTS OF LIMA (PERU)
The project involves the design of the submarine pipelines for the future desalination and wastewater treatment plant serving the districts of Punta Hermosa, Punta Negra, San Bartolo and Santa María, including the intake structure and the diffuser section.The pipeline characteristics are: • Material: PE100. • Pipeline definition: intake Øe=1200 mm. Discharge Øe=900 mm supported on […]
SUBMARINE PIPELINES FOR THE AL-GHUBRAH DESALINATION PLANT (OMAN). CONSTRUCTION PROJECT
The purpose of this project is to define and justify the marine works for the desalination plant, including the seawater intake and the brine discharge system. The pipeline characteristics are: • Material: PE100. • Pipeline definition: Intake 2xØi=1,700 mm SDR 26 and discharge 1xØi=1,900 mm SDR 26 • Length: 1,125 m discharge and 1,600 m […]
DESIGN, GEOMETRIC ANALYSIS, AND CFD STUDY OF THE SEAWATER PUMPING STATION FOR THE LIMA SUR DESALINATION PLANT.
The project defines the geometric configuration of the pump station for the Lima Sur Desalination Plant as part of the “Provision of sanitation services for the southern districts of Lima” project. Additionally, a CFD study is conducted with various alternatives. The main characteristics of the station are: • 5 intake channels (two standby) • Three […]
DETAILED ENGINEERING OF THE SUBMARINE DISCHARGE PIPELINES FOR THE JAZAN COMBINED CYCLE POWER PLANT (SAUDI ARABIA)
The construction project for the 6 submarine pipelines that constitute the discharge system for the cooling circuit of the gasification plant and combined cycle power plant has been completed.The pipeline characteristics are: • Material: PE100 • ID=3,000 mm • Total length: 15,288 m • Maximum flow rates: 125 m³/sA detailed study has been conducted on […]
DIFFUSER DESIGN AND RECIRCULATION STUDY FOR THE BARKA DESALINATION PLANT
This study is prepared to analyze the dispersion and recirculation of the brine discharged by the new seawater desalination plant to be built in the Barka industrial complex.1. For the near field: brIHne. The purpose of this part of the study is to design the diffuser. The minimum initial dilution achieved is 1:18. After analyzing […]
DISPERSION, FLOODING, AND EROSION STUDIES FOR THE LOS MINA COMBINED CYCLE POWER PLANT. SANTO DOMINGO (DOMINICAN REPUBLIC)
The study is divided into two parts:1. DISPERSION STUDY: To analyze the thermal dispersion of the effluent discharge from the Los Mina Combined Cycle Power Plant into the Ozama River. The MOHID model is employed. The objective of this part is to evaluate the required temperature at the plant’s discharge point to comply with temperature […]
PUNTA YEGUAS OUTFALL, MONTEVIDEO (URUGUAY)
The purpose of this project is to define and justify the terrestrial and aquatic sections of the wastewater outfall.The pipeline characteristics are:• Material: Terrestrial section: GRP and Aquatic section: HDPE.• Pipe definition: Terrestrial section Øi=1,700 mm and Aquatic section Øe=1,600 mm• Length: 331 m terrestrial section and 2,107 m aquatic section• Maximum flow rate: 5.35 […]