Scour around monopile foundations for off-shore wind turbines:

Lucia Margheritini, Peter Frigaard, Luca Martinelli, Alberto Lamberti

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Abstrakt

The present paper aims to describe the scour hole process around large piles through laboratory tests under waves, unidirectional and tidal currents in time. The process for unidirectional and tidal currents has been compared. The tests have been carried out in a wave flume equipped with a two way recirculation pump at the Hydraulic Laboratory at Aalborg University. The mobile bed around the model was leveled with an automatic laser profiler and the results are graphically displayed as maximum scour depths and eroded volumes.
OriginalsprogEngelsk
TitelThe First International Conference on the Application of Physical Modelling to Port and Coastal Protection (CoastLab06)
Antal sider10
ForlagFaculty of Engineering, University of Porto
Publikationsdato2006
StatusUdgivet - 2006
BegivenhedThe International Conference on the Application of Physical Modelling to Port and Coastal Protection - Porto, Portugal
Varighed: 8 maj 200610 maj 2006
Konferencens nummer: 1

Konference

KonferenceThe International Conference on the Application of Physical Modelling to Port and Coastal Protection
Nummer1
LandPortugal
ByPorto
Periode08/05/200610/05/2006

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Emneord

  • Waves
  • Scour depths
  • Laboratory tests

Citationsformater

Margheritini, L., Frigaard, P., Martinelli, L., & Lamberti, A. (2006). Scour around monopile foundations for off-shore wind turbines: . I The First International Conference on the Application of Physical Modelling to Port and Coastal Protection (CoastLab06) Faculty of Engineering, University of Porto.