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Wave loads on a perforated circular caisson and suction pipe of a sea water intake structure
K. Vijayalakshmi,
Published in
2004
Volume: 3
   
Pages: 417 - 426
Abstract
The wave force on a seawater intake well model consisting of a perforated circular caisson (500mm diameter) encircling a vertical suction pipe (50mm dia) is measured experimentally. The effect of porosity of the caisson wall, incident wave height and wave period on the in-line forces on the caisson and suction pipe is investigated. The porosity of the caisson was varied from 4.54% to 19.15%. Waves of wide ranges of heights and periods were used. The wave forces on the outer caisson & inner cylinder, water surface fluctuations in the interior & exterior of the caisson and wave run-up on the outer caisson & inner cylinder are studied. The present paper includes the wave forces on the outer perforated circular caisson and inner circular cylinder due to regular waves only.
About the journal
JournalProceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE
Open AccessNo
Concepts (17)
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    IN-LINE FORCES
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    SEA WATER INTAKE STRUCTURE
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    SUCTION PIPE
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    WATER SURFACE FLUCTUATIONS
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    Acceleration
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    Caissons
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    Cylinders (shapes)
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    Density of liquids
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    Drag
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    KINEMATICS
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    Mathematical models
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    Piles
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    Pipe
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    Porosity
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    Reynolds number
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    Viscosity of liquids
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    WATER WAVE EFFECTS