Damage development in scour protections around offshore monopiles

De Vos Leen, De Rouck Julien, Peter A Troch

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Some of the best locations for wind-farms are in more or less shallow coastal waters where wind is unobstructed by land. However, when a monopile is placed offshore and no countermeasures are taken, the sea bottom is subject to local scour due to waves and/or currents. Often, the expected scour depth is not acceptable for the structure and scour protection is necessary. A conservative way to design a scour protection (e.g. rip rap) is to allow no or only little displacement of individual rock stones. When the design criterion is no movement and the amplification factor due to the presence of the pile is known, the Shields criterion can be used to calculate the necessary individual stone size. A more economical solution may be building a protection with smaller elements, allowing movement of individual stones without failure of the protection. Under these latter conditions it is important to formulate a clear damage definition, to define an acceptable damage criterion and to account for damage development over time as important elements in the design of scour protections. This paper describes an experimental study on a scour protection of loose rocks around a monopile foundation. For different stone sizes, damage initiation and damage development during a storm is investigated, taking into account the influence of a combined wave and current action. A suggestion for a damage definition for a scour protection around a monopile foundation is made. The test results show that on average, movement of the stones is initiated for a bed shear stress equal to approximately half of the critical bed shear stress (Shields). Damage development over time exhibits an exponential trend. The results further show the importance of investigating the combined action of waves and currents, as damage is highly increased when wave action is superimposed on a steady current (e.g. tidal current).

Original languageEnglish (US)
Title of host publicationProceedings of the Coastal Engineering Conference
Pages2391-2403
Number of pages13
StatePublished - 2007
Externally publishedYes
Event30th International Conference on Coastal Engineering, ICCE 2006 - San Diego, CA, United States
Duration: Sep 3 2006Sep 8 2006

Other

Other30th International Conference on Coastal Engineering, ICCE 2006
CountryUnited States
CitySan Diego, CA
Period9/3/069/8/06

Fingerprint

Scour
scour
damage
bottom stress
wave action
Shear stress
shear stress
shield
Rocks
wind farm
Farms
Piles
tidal current
Amplification
rock
coastal water
amplification
pile
experimental study
stone

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Ocean Engineering
  • Oceanography

Cite this

Leen, D. V., Julien, D. R., & Troch, P. A. (2007). Damage development in scour protections around offshore monopiles. In Proceedings of the Coastal Engineering Conference (pp. 2391-2403)

Damage development in scour protections around offshore monopiles. / Leen, De Vos; Julien, De Rouck; Troch, Peter A.

Proceedings of the Coastal Engineering Conference. 2007. p. 2391-2403.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Leen, DV, Julien, DR & Troch, PA 2007, Damage development in scour protections around offshore monopiles. in Proceedings of the Coastal Engineering Conference. pp. 2391-2403, 30th International Conference on Coastal Engineering, ICCE 2006, San Diego, CA, United States, 9/3/06.
Leen DV, Julien DR, Troch PA. Damage development in scour protections around offshore monopiles. In Proceedings of the Coastal Engineering Conference. 2007. p. 2391-2403
Leen, De Vos ; Julien, De Rouck ; Troch, Peter A. / Damage development in scour protections around offshore monopiles. Proceedings of the Coastal Engineering Conference. 2007. pp. 2391-2403
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