Tidal Barrage as an Application for Flood Defence on the Isle of Whithorn

Seawall

  • Home
  • The Project
  • Analysis ▿
    • Site Analysis ▹
      • Topography
      • Tidal Data
      • Bathymetry
    • Tidal Barrage ▹
      • Introduction
      • Simplified Tidal Barrage
      • Barrage Location
      • Turbine Position
      • Water Levels
    • Turbine ▹
      • Kaplan Turbine
      • Time-stepping Method
      • Turbine Tunnel
      • Turbine Units
      • Power Calculations
    • Shiplock
    • Seawall
  • Conclusions ▿
    • Impact Assessment
    • Legal Framework
    • Cost
    • Demand Matching
  • The Team
  • Acknowledgements ▿
    • References
    • Useful Links

Background

Houses and the two main retaining walls, located at the Stinking Port and Harbour on the Isle of Whithorn are built on gravel foundations. The wall at the Stinking Port is about 100m long. Over time these structures have deteriorated and have become porous, consequently leading to major flooding issues around the port during storms. The unfit foundations and walls permit water ingress through from the bottom up. Additionally, the height of the wall has proven to be insufficient, which leads to water overtopping during severe storms.

Through our model and calculations for the effect of the tidal barrage on the water levels in the harbour we have acquired the optimum solution to assure that no risk of flooding exists from the harbour side. Therefore, to mitigate flooding coming from the Stinking Port, an engineering solution is required to achieve effective water protection edifices; our proposed solution being the application of steel sheet piles as a wall.

Source: Asahi Kasei Construction Materials

Steel Sheet Piles

Steel sheet piles is a proven technology of long structural sections used to create a rigid barrier that retains either soil or water, while resisting the lateral pressures of their forces. A variety of profiles is available, the one we propose being that of Z profile steel piles, proven to have high efficiency and come in a variety of pre-manufactured dimensions, making their application simple and cost effective.

Construction

The application of the steel sheet piles is briefly outlined below:

  • Place sequentially the steel pile sections along the seawall alignment.
  • Ensure interlocking of sheet piles.
  • Drive (or vibrate) sheet piles to the desired depth.
  • This procedure is continued until desired wall length is achieved.

Source: Cheng Feng Plastic Co. Ltd.

Advantages and Disadvantages

  • The dig is dictated by the sheet pile section and linking elements.
  • The installation technique may cause disturbance (noise).
  • Offers high resistance to driving pressures.
  • Light weight and fast construction time.
  • Long life span above or below water with minimum protection required (100 years lifetime).
  • Cost effective (mass produced and broadly available).

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