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The Effect of Coverage Length and Density on the Performance of Helical Strakes

[+] Author Affiliations
Don W. Allen

VIV Solutions LLC, Katy, TX

Stergios Liapis

Shell Exploration and Production, Houston, TX

Paper No. OMAE2014-23107, pp. V002T08A005; 11 pages
doi:10.1115/OMAE2014-23107
From:
  • ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering
  • Volume 2: CFD and VIV
  • San Francisco, California, USA, June 8–13, 2014
  • Conference Sponsors: Ocean, Offshore and Arctic Engineering Division
  • ISBN: 978-0-7918-4540-0
  • Copyright © 2014 by ASME

abstract

When utilizing helical strakes, a critical decision is how much of the tubular to cover with helical strakes. While minimizing the cost of the helical strakes is one objective, often it is not possible to fully cover a tubular due to connectors, anodes, and other appurtenances. There are also important questions around ascertaining the performance of helical strakes when only a portion of the tubular is covered, for example when the top portion of a tubular is straked and the remainder is left bare.

This paper combines results from two testing programs on long cylinders towed at high Reynolds numbers to assess the performance of helical strakes with differing conditions along the cylinder length. The results show that the coverage length, density, and location of the helical strakes have a substantial effect on both the local and global response of the tubular.

Copyright © 2014 by ASME
Topics: Density

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