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STUDY OF THE MARITIME CONDITIONS OF THE STORM SEWERS IN THE CITY OF CADIZ, SPAIN

UNDERWATER PIPELINES

  • Start Date / End Date: 2007
  • Place: CADIZ (SPAIN)
  • Scope: Optimization of the project
  • Description:

    Study of the maritime sections of the Cadiz storm sewer effluent pipes, for the purpose of optimizing and adapting the calculations of the project.

    Analyzes ballast weight design and installation processes. The weight of the ballast blocks and the thickness of the pipe are optimized. Additionally, the launch process by ramp and the stocking of the pipes until they are transferred to the job site are studied.

    Consists of PE80 spiral welded outfall pipelines:

    •District of la Paz Puntales:
        •    Inner diameter : 1,800 mm.
        •    Length:739
        •    Depth: 7.2 m
     
    •Cortadura:
        •    Inner diameter : 800 mm.
        •    Length: 301 m.
        •    Depth : 6.31 m
     
    •Santa Maria del Mar:
        •    Inner diameter : 1,400 mm.
        •    Length: 220 m.
        •    Depth: 6.28 m
     
     
     

 IMAGES OF THE PROJECT

 
STUDY OF THE MARITIME CONDITIONS OF THE STORM SEWERS IN  THE CITY OF CADIZ, SPAIN
STUDY OF THE MARITIME CONDITIONS OF THE STORM SEWERS IN  THE CITY OF CADIZ, SPAIN

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