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 demand for energy, the need for new pipelines in harsher seabed conditions is on the rise and hence accurate on-bottom stability assessment of pipelines plays a vital role in cost effective pipeline design and ensures the long-term integrity pipelines. It is often assumed that the seabed is stable while undertaking pipeline on-bottom stability of pipelines. However, this may not be case due to seabed mobility and wave induced liquefaction, especially in sandy seabeds. Therefore, insight into how to evaluate the seabed mobility and wave induced seabed liquefaction is provided in this paper.
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The premises of the document are based on technical development and experience. The basic principles applied in this document are in agreement with most recognised rules and reflect stateof- the-art industry practice and latest research.
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The single oscillation velocity corresponds to the maximum wave velocity in the return period. Maximum current velocity data should be used. Significant current velocity data should be used. The calculation should only be used for elevations at or near the seabed. The Airy wave transform may not be valid in shallow water.
DNVGL RP F109 Submarine Pipeline Stability Calculator Module
DNVGL-RP-F109 On-bottom stability design of submarine pipelines
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