Self Burial Modules

Calculate DNVGL RP-F109 piping and pipeline self burial in non cohesive soils.

Piping occurs with mobile, non cohesive sandy seabeds due to the flow around and underneath the pipe. Self burial is self limiting as the flow reduces with burial depth. The equilibrium burial depth is calculated. The Shields number can be used to check the onset of seabed instability. Self burial is a gradual process which occurs over a period of time. Self burial should be calculated using a sea state significantly smaller than the maximum design sea state.

Reference : DNVGL-RP-F109 : On-Bottom Stability Design Of Submarine Pipelines (Download from the DNVGL website)

Change Module :

• DNVGL RP F109 Check Value Calculation Module
• DNVGL RP F109 Curved Pipeline Laying Calculation Module
• DNVGL RP F109 Initial Seabed Penetration Calculation Module
• DNVGL RP F109 Shields Number Calculation Module
• DNVGL RP F109 Submarine Pipeline Stability Calculation Module
• DNVGL RP F109 Wave Probability And Return Period Calculation Module
• DNVGL RP F109 Wave Seabed Velocity Calculation Module
• DNVGL RP F109 Wave Spreading And Directionality Calculation Module
• All
• More Pipeline Burial Modules