DETAILED ENGINEERING DESIGN OF THE INTAKE AND OUTFALL PIPELINES FOR THE JAZAN ECONOMIC CITY DESALINATION PLANT (SAUDI ARABIA)
The construction design of the desalination plant’s subsea pipelines is carried out. The two intake pipelines and the two outfall pipelines were installed simultaneously, connected by double ballast weights.The pipeline characteristics are:• Material: PE100.• Intake: 2 pipelines Di=1800 mm, L=3400 m, Q=3.07 m3/s• Outfall: 2 pipelines Di=1600 mm, L=3982 m, Q=2.26 m3/sA detailed study has […]
CONSTRUCTION PROJECT FOR THE SUBMARINE PIPELINES OF THE EL-ALAMEIN DESALINATION PLANT (EGYPT)
Construction design of the desalination plant’s submarine pipelines. The pipeline characteristics are:• Material: PE100.• Pipeline definition: 2 intake pipes and 1 outfall pipe with Øe=1,600 mm. Variable SDR: 21, 26, 30• Length: 1,034 m outfall and 2,035 and 2,043 m intake• Maximum flow rates: 2.24 m3/s (outfall)A detailed study of the following aspects has been […]
TENDER PROJECT: SUBMARINE PIPELINES FOR ATACAMA REGION DESALINATION PLANT (CHILE)
The scope of marine works is limited to the discharge pipeline and the intake pipeline, including the design of the diffuser and the intake structure.Additionally, an initial dilution study is carried out using the brIHne program, and a recirculation study with the MOHID program.Most of the route is resolved using the pipe jacking technique.Maximum design […]
BASIC ENGINEERING OF THE UNDERWATER PIPELINES FOR THE ZARAT DESALINATION PLANT TENDER (TUNISIA)
The basic engineering for the intake and discharge pipelines of the Zarat desalination plant in Tunisia is carried out, including its intake tower.The characteristics of the pipelines are:• Material: PE100.• Outside diameter (Øe) intake: 1,800 mm and discharge: 1,400 mm• Lengths intake: 2,852 m and discharge: 2,015 m• Flow rates intake: 2.66 m3/s and discharge: […]
CONSTRUCTION PROJECT FOR THE DOMESTIC EFFLUENT OUTFALL OF THE COLONIA TREATMENT PLANT (URUGUAY)
The project involves the construction design of the treatment plant’s underwater pipeline, including a temporary dike.The characteristics of the pipeline are:• Material: PE100.• Discharge pipe Øe=500 mm SDR 33• Length: 300 m• Maximum flow rate: 225 l/sA detailed study of the following aspects has been carried out:• Temporary dike in the surf zone, 150 m […]
MARITIME CLIMATE AND RECIRCULATION STUDY USING NUMERICAL MODEL FOR THE JUBAIL DESALINATION PLANT (PHASE 3A & 3B OF 600,000 M3/D)
Two studies are conducted to serve as the basis for the desalination plant tender.The studies conducted are as follows:• Wave study: Based on deep-water wave data, design wave conditions associated with return periods of 1, 10, 50, and 100 years are propagated using the SWAN model. All possible directions are propagated. Results are obtained at […]
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 […]
CONSTRUCTION PROJECT FOR THE WATER INTAKE OF THE GAMBOA WATER TREATMENT PLANT (PANAMA)
Construction design of the intake pipelines and the pump sump for the pumping station at the Gamboa water treatment plant, which will serve Panama City.The characteristics of the intake and the pump sump are:• Intake: 2 pipelines OD=1800 mm PE100 of 46 and 54 m• Maximum design flow rates: 3.75 m3/sA detailed study has been […]
WATER INTAKE, PUMPING STATION, AND DISCHARGE SYSTEM OF THE TAWEELAH DESALINATION PLANT, ABU DHABI (UAE)
The project’s objective is to define and justify the seawater intake system, brine discharge, and pump chamber for the Taweelah desalination plant.The main characteristics of the project are as follows:• Maximum intake flow rate of 27.0 m3/h (23,334,784 m3/d)• Maximum discharge flow rate of 16.51 m3/s (425,566 m3/d)• Discharge system via 3 pipelines with an […]
MARITIME CLIMATE AND RECIRCULATION STUDY USING A NUMERICAL MODEL FOR THE RABIGH DESALINATION PLANT (PHASE 4/5 OF 600,000 m3/day)
A series of studies are carried out to serve as the basis for the tendering process for the desalination plant.The studies performed are as follows:• Wave study: Based on deep-water wave data, the SWAN model is used to propagate the design waves associated with return periods of 1, 10, 50 and 100 years. All possible […]