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Buoyancy of Offshore Pipelines
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The Archimedes principle applies
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(Enter values in yellow cells for calculations and
in blue cells as information)
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INPUT DATA
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Pipe Size
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Pipe External Diameter,
De =
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mm
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Diameter Nominal, DN =
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mm
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Pipe wall thickness, t =
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mm
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Schedule
=
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Coating Thickness, t =
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mm
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Coating =
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Steel pipe Density, ρp =
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kg/mᶟ
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Pipeline
Fluid =
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Seewater Density, ρw =
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kg/mᶟ
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Pipe Internal Diameter, Di =
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mm
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Pipeline Fluid Density, ρf =
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kg/mᶟ
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Coating External Diameter, Dc =
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mm
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Coating Density, ρc =
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kg/mᶟ
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The principle of Archimedes is applied knowing that
the
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force of buoyancy will be the weight of the volume
of
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seawater that displaces less the weight of the pipe
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(including the fluid and the coating if applicable)
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CALCULATIONS
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Weight of steel pipe per m Wp =
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kgf/m
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Wp
=
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{[π(De-Di)²]/4}ρp
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Weight of coating per
m, Wc =
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kgf/m
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Wc
=
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{[π(Dc-De)²]/4}ρc
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Weight of fluid inside the inner cylinder , Wf =
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kgf/m
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Wf
=
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[(πDi²)/4]ρf
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Weight of seewater displaced per m Ww =
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kgf/m
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Ww =
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[(πDe²)/4]ρw
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or
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Ww =
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[(πDc²)/4]ρw
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Bouyance Force =
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kgf/m
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Bouyance
= Ww-(Wp+Wc+Wf)
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Bouyance =
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