Calculate subsea pipeline wall thickness from incidental pressure and elevation (DNVGL-ST-F101 section 5.4.2).
The external pressure should be calculated using the lowest astronomical tide (LAT), minus storm surge. The most onerous combination of local incidental pressure and external pressure should be used. This normally corresponds to the highest elevation for each section. The wall thickness should be calculated separately for each section with a different safety class. The pipe wall thickness may also be affected by minimum wall thickness requirements (see Table 5-6).
The wall thickness should be checked for all points on the pipeline section. Use the Result Plot option to plot the required wall thickness from minimum to maximum local elevation. The selected wall thickness should be greater than or equal to the maximum required wall thickness. Use the Result Plot option to check the hoop stress for the selected wall thickness from minimum to maximum local elevation.
Tool Input
- plitype : Local Incidental Pressure Type
- Prdu : User Defined Design Pressure At Reference Elevation
- Priu : User Defined Incidental Pressure At Reference Elevation
- Pliu : User Defined Incidental Pressure At Local Elevation
- ρf : Operating Fluid Density
- Zr : Reference Elevation
- Zl : Local Elevation
- pletype : Local External Pressure Type
- Pleu : User Defined Local External Pressure
- ρe : External Fluid Density
- Zs : Surface Elevation
- syutype : Stress Table Type
- mattype : Material Strength Type
- SMYSu : User Defined Specified Minimum Yield Stress
- SMTSu : User Defined Specified Minimum Tensile Stress
- syttype : Temperature Derating Type
- Td : Design Temperature
- fytu : User Defined Yield Stress Temperature Derating
- futu : User Defined Ultimate Stress Temperature Derating
- autype : Material Strength Factor Type
- schdtype : Pipe Schedule Type
- diamtype : Pipe Diameter Type
- ODu : User Defined Outside Diameter
- IDu : User Defined Inside Diameter
- wtntype : Wall Thickness Type
- tnu : User Defined Wall Thickness
- ttoltype : Wall Thickness Tolerance Type
- xfu : User Defined Negative Wall Thickness Fraction
- tfu : User Defined Negative Wall Thickness Allowance
- ginctype : Incidental Pressure Factor Type
- γincu : User Defined Incidental Pressure Factor
- gsctype : Safety Class Resistance Factor Type
- γscu : User Defined Safety Class Resistance Factor
- walltype : Wall Thickness Calculation Type
- ta : Corrosion Allowance
Tool Output
- ΔPl : Delta Pressure Across Pipe Wall At Local Elevation
- Δz : Local Elevation Relative To Reference Elevation
- αu : Material Strength Factor
- γinc : Incidental Pressure Factor
- γm : Material Resistance Factor
- γsc : Safety Class Resistance Factor
- ID : Pipe Nominal Inside Diameter
- OD : Pipe Nominal Outside Diameter
- OD/tn : Pipe Diameter Over Wall Thickness Ratio
- PR : Pipe Rated Pressure
- Pb : Pipe Burst Pressure
- Ple : External Pressure At Local Elevation
- Pli : Incidental Pressure At Local Elevation
- Prd : Design Pressure At Reference Elevation
- Pri : Incidental Pressure At Reference Elevation
- SMTS : Specified Minimum Tensile Stress
- SMYS : Specified Minimum Yield Stress
- cvg : Convergence Check
- fca : Allowable Hoop Stress
- fcb : Burst Stress
- fh : Pipe Hoop Stress
- fh/fca : Hoop Stress Over Allowable Stress Ratio
- fu : Ultimate Stress
- fut : Ultimate Derating Stress
- fy : Yield Stress
- fyt : Yield Derating Stress
- t : Pipe Pressure Design Wall Thickness
- tf : Fabrication Allowance
- tfx : Fabrication Fraction
- tm : Pipe Minimum Wall Thickness
- tn : Pipe Nominal Wall Thickness
- wd : Water Depth At Local Elevation