INTAKE AND DISCHARGE PIPELINES FOR SANITATION AND WATER SUPPLY IN THE SOUTHERN DISTRICTS OF LIMA
The objective is to design and justify the marine intake and discharge pipelines for sanitation and water desalination through two PE100 HDPE pipelines. The offshore sections are initiated using horizontal directional drilling. The discharge characteristics, with a flow rate of 1.44 m3/s and a maximum depth of -22 m, are: • 298 m of horizontal […]
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 […]
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 […]
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 […]
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 […]
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 […]
TENDER PROJECT FOR THE CIVIL ENGINEERING OF THE MARINE WORKS FOR THE EL AAIÚN DESALINATION PLANT (SAHARA)
The Project includes the construction design of the desalination plant intake pipeline, including the intake structure and the jacking pit.The entire intake pipeline is constructed using a jacking method, with the following characteristics: • ID=2,000 mm • Length: 1,607 m • Flow rate: 2 m³/s
CONSTRUCTION DESIGN PROJECT FOR THE INTAKE PIPELINE OF THE ESCOMBRERAS DESALINATION PLANT (MURCIA)
The project includes the construction design of the new submarine water intake pipeline for the Escombreras desalination plant, including its intake structure.The pipeline characteristics are:• Material: PE100.• Pipe specification: Øe=1600 mm• Length: 1,193.9 m• Maximum flow rates: 1.8 m3/s• Intake depth: 30 mA detailed study has been carried out of the following aspects:• Maritime climate: […]
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 […]
MATHEMATICAL MODEL FOR THE PRE-FEASIBILITY STUDY OF THE SANITATION OF CAMPECHE BAY (MEXICO)
In support of the pre-feasibility study developed, a study of discharge dispersion is carried out using mathematical models (MOHID).Four different discharge cases are studied: • Secondary treatment 2,000 m from the coast • Tertiary treatment 500 m from the coast • Stormwater discharge for a 10-year return period and 3-hour intensity at the coast. • […]