Javascript must be enabled to continue!
Experiences Using DNV-RP-F105 in Assessment of Free Spanning Pipelines
View through CrossRef
Free spans often become a challenge in pipeline design and operation due to pipeline installation on uneven seabed or seabed scouring effects. The costs related to seabed correction and span intervention are in many projects considerable. Therefore it is relevant to investigate whether such intervention work is necessary or not. Despite the complexity inherent in free span response, the spans are often designed applying presumably conservative concepts and very simple analytical tools. The DNV guideline no 14 (GL14) for free spanning pipelines was issued in 1998 and has later been updated and issued as an Recommended Practice (DNV-RP-F105) to account for recent technical research and development and accumulated experience applying GL14 in pipeline projects. This code allows vortex induced vibrations (VIV) as long as the pipeline integrity is ensured, by for example checking that the fatigue life is sufficient. By giving design methodology and acceptance criteria for fatigue, the DNV-RP-F105 approaches the real physics of free spans in a better way than older codes and makes it possible to select cost-effective methods both in the design phase and later when re-assessing spans in the operational phase. This paper will briefly discuss some experiences obtained by using the DNV-RP-F105 in free span design/re-assessment. Some examples of pipeline failures due to free span and vortex induced vibrations will also be presented.
Title: Experiences Using DNV-RP-F105 in Assessment of Free Spanning Pipelines
Description:
Free spans often become a challenge in pipeline design and operation due to pipeline installation on uneven seabed or seabed scouring effects.
The costs related to seabed correction and span intervention are in many projects considerable.
Therefore it is relevant to investigate whether such intervention work is necessary or not.
Despite the complexity inherent in free span response, the spans are often designed applying presumably conservative concepts and very simple analytical tools.
The DNV guideline no 14 (GL14) for free spanning pipelines was issued in 1998 and has later been updated and issued as an Recommended Practice (DNV-RP-F105) to account for recent technical research and development and accumulated experience applying GL14 in pipeline projects.
This code allows vortex induced vibrations (VIV) as long as the pipeline integrity is ensured, by for example checking that the fatigue life is sufficient.
By giving design methodology and acceptance criteria for fatigue, the DNV-RP-F105 approaches the real physics of free spans in a better way than older codes and makes it possible to select cost-effective methods both in the design phase and later when re-assessing spans in the operational phase.
This paper will briefly discuss some experiences obtained by using the DNV-RP-F105 in free span design/re-assessment.
Some examples of pipeline failures due to free span and vortex induced vibrations will also be presented.
Related Results
Free Span Rectifications in Submarine Pipeline Projects: A Case Study
Free Span Rectifications in Submarine Pipeline Projects: A Case Study
Seabed features along a subsea pipeline route are highly stochastic. Free spans may be created in the pipelines due to seabed irregularities, subsequent scouring, and horizontal mo...
Simplified VIV Response of Partially Strake-Covered Pipe Spans
Simplified VIV Response of Partially Strake-Covered Pipe Spans
A simplified method for the fatigue assessment for partially strake-covered pipeline spans is provided and calibrated so that for the bare pipe case it is consistent with the curre...
Biochemical, biophysical, and biological properties of densonucleosis virus (paravovirus). II. Two types of infectious virions
Biochemical, biophysical, and biological properties of densonucleosis virus (paravovirus). II. Two types of infectious virions
Among the infectious densonucleosis virus (DNV) particles, two types of virions, DNV-I and DNV-II, have been identified. The density of DNV-I was about 1.40 g/ml and depended on th...
Insight into Pipeline On-bottom Stability, DNV RP F109 and DNVGL RP 114
Insight into Pipeline On-bottom Stability, DNV RP F109 and DNVGL RP 114
Abstract
On-bottom stability of pipeline is a one of the key factors that affects the design and installation methodology of subsea pipelines. With ever increasing d...
Review of pipeline span analysis
Review of pipeline span analysis
PurposeThe purpose of this paper is to mainly review the state-of-the-art developments in the field of hydrodynamics of offshore pipelines, identifying the key tools for analysis o...
Updated Free Span Response Near the Seabed
Updated Free Span Response Near the Seabed
Abstract
Most offshore pipelines, umbilical’s, and cables installed exposed on the seabed may exhibit free spans. These slender circular cylinder structures, when su...
Pigging Previously Unpiggable Pipelines
Pigging Previously Unpiggable Pipelines
Abstract
The efficient and safe transportation of fluids through pipelines has been a cornerstone of modern infrastructure for decades. However, pipeline operators o...
Wave-Induced Scour Around Offshore Pipelines
Wave-Induced Scour Around Offshore Pipelines
ABSTRACT
The size, numbers and applications of offshore pipelines are steadily increasing; pipelines carry crude oil from oil fields to shore; refined oil from of...

