DESIGN OF THE SUMP AND DISCHARGE RAMP FOR THE MONTOIR DE BRETAGNE OUTFALL SYSTEM. CCGT 435 MW, FRANCE
SUMP Supporting calculations and construction drawings for the discharge system sump: • Excavation using sheet pile walls. Calculation using RIDO software. • Pile-supported slab. • Reinforced concrete sump. • Modeling with 3D Structural Analysis Software. DISCHARGE RAMP • 6 HDPE pipes, each 21 m long. Structured wall. ID = 2,000 mm. • Design of special […]
BENS SUBMARINE OUTFALL, A CORUÑA. DETAILED DESIGN OF CONSTRUCTION PROCESSES
This detailed design studies the construction processes and auxiliary elements for the sinking of the polyethylene section. The first section was carried out using pipe jacking. The discharge pipeline in its deepest area is designed in PE100 and has the following characteristics: • External diameter: 1,600 mm SDR 26 • Length: 360 m • Maximum […]
SUBMARINE PIPELINES FOR THE MOSTAGANEM DESALINATION PLANT (ALGERIA)
First, the maritime climate in the area is studied to define the necessary ballasting for the pipelines. Subsequently, a technical report is prepared for the validation of the pipes proposed by PPA&KRAH, calculating the sinking of the pipes in two stages with the help of floats. To calculate the maximum height of the earth and […]
SUBMARINE OUTFALL FOR THE SEAWATER DESALINATION PLANT IN THE CITY OF ENSENADA (MEXICO)
A complete tender project for the brine discharge submarine outfall is carried out for the Ensenada State Water and Sanitation Commission. The characteristics of the pipeline are as follows: • PE100 Brine Discharge Pipeline. • Internal diameter: 406 mm. • Length: 900 m. • Depth: 10.6 m
DISCHARGE PIPELINE FOR THE QINGDAO DESALINATION PLANT (CHINA)
The construction project for the submarine outfall of the Qingdao desalination plant is carried out. The project includes studies on trench burial, coastal dynamics, and beach profile evolution. The project also includes advisory services for potential pipeline suppliers in China. A study is also conducted on the different types of maritime signaling that can be […]
OUTFALL PIPELINE FOR THE ÁGUILAS DESALINATION PLANT (MURCIA)
The hydraulic and structural design of the pipeline is carried out, including anchoring and the analysis of the required ballast. The ballast is optimized in 6 sections, and its reinforcement is calculated. • Outside diameter: 1,400 mm • Length: 879 m • No. of diffusers: 24 • Spacing between diffusers: 8 m • Maximum depth: […]
DEPLOYMENT OF THE XAGÓ OUTFALL, AVILÉS
A study is conducted on the deployment of the Xagó outfall, preventing tension during the connection at the seabed. For this purpose, balloons are used in the initial phase of the deployment. Additionally, the water and air inlet valves are calculated, along with the definition of the tanks that will act as floats. The beach […]
SUBMARINE PIPELINES FOR THE KUNKÖY DESALINATION PLANT (CYPRUS)
The characteristics are: • Material: GRP • Intake pipeline: The intake pipeline will have an internal diameter of 1,000 mm, PN 1. The pipeline length is 927 m. The flow rate is 0.66 m³/s • Discharge pipeline: It has an internal diameter of 700 mm, PN 1. It will have a length of 3,767 m […]
SUBSEA PIPELINES FOR THE CAP D’JINET DESALINATION PLANT (ALGERIA)
Following the preliminary environmental and marine climate studies carried out by the UTE, the sizing and design of the desalination plant’s subsea pipelines are undertaken. In addition, the diffuser section and the intake tower are designed to ensure optimal operation. The pipeline characteristics are: • Material: PE100. • Internal diameter: • Intake: 1,800 mm • […]
SUBMARINE PIPELINES FOR THE CHENNAI DESALINATION PLANT (INDIA)
The characteristics are: • Material: PE-100 • Intake pipeline: The intake pipeline will have an outside diameter of 1,600 mm, SDR-26. The pipeline length is 1,000 m, with an intake depth of 10 m. The flow rate is 3.07 m3/s • Outfall pipeline: The outfall pipeline will have an outside diameter of 1,200 mm, with […]