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PE Pipe Technical Catalogue (PDF) - Pipelife Norge AS

PE Pipe Technical Catalogue (PDF) - Pipelife Norge AS

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<strong>Pipe</strong>life <strong>Norge</strong> <strong>AS</strong><strong>PE</strong> CATALOGUE-SUBMARINE APPLICATIONS, PI<strong>PE</strong>LIFE NORGE <strong>AS</strong>, December 2002.- Current velocity (v)- <strong>Pipe</strong>'s diameter (D)- Density of streaming water (ρ)- <strong>Pipe</strong>'s distance above seabed (f)The forces can mathematically be expressed as follows :F D =1 2CD⋅ ⋅ ρ ⋅ v ⋅ D2A.4-10)F L =1 2CL⋅ ⋅ ρ ⋅ v ⋅ D2A.4-11)C D = drag coefficientC L = lift coefficientρ = density of streaming water (kg/m 3 )v = current velocity (m/s)D = external diameter of pipe (m)F D = drag force (N/m)F L = lift force (N/m)The coefficients F D and F L are in principle dependent of Reynolds number and roughness of thebottom.Reynolds number (ref. A.2-1) can be expressed :v ⋅ DR e =A.4-12)νν = viscosity of water ≈ 1.3 ⋅10 -6 (m 2 /s)The coefficients will normally vary within the range 0.5-1.2. Values for a pipeline laying on theseabed can be taken from fig. A.4.5.2 and A.4.5.3 .C DR eFig. A.4.5.2 Drag coefficient, C DSide 56 av 84

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