4.7 Article

Interaction forces between pipelines and submarine slides - A geotechnical viewpoint

Journal

OCEAN ENGINEERING
Volume 48, Issue -, Pages 32-37

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.oceaneng.2012.03.014

Keywords

Submarine slides; Debris flow; Pipelines; Analysis; Offshore engineering

Funding

  1. Centre of Excellence from the State Government of Western Australia
  2. Australian Research Council
  3. Mineral and Energy Research Institute of Western Australia
  4. BP
  5. BHP Billiton
  6. Chevron
  7. Petrobras
  8. Shell
  9. Woodside

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Assessment of interaction forces between deep water pipelines and potential submarine slides, debris flows and turbidity currents is an important aspect of geohazard studies. Historically, interaction forces have tended to be expressed in terms of drag factors, within a traditional fluid mechanics framework, with the drag factors depending strongly on an equivalent Reynolds number for the non-Newtonian debris material. Here, we have followed a more geotechnical approach, allowing the interaction forces to be expressed in terms of a strain-rate dependent shear strength of the debris material, and with the inclusion of a drag term (with fixed drag coefficient) for high velocity, low strength, combinations. This superposition approach treats separately the interaction forces that arise from the strain-rate dependent strength and the inertia of the debris, rather than combining them into a single drag force. A failure envelope is proposed, allowing axial and normal interaction forces to be estimated for any angle of attack of the debris flow. Crown Copyright (C) 2012 Published by Elsevier Ltd. All rights reserved.

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