The paper descibes the scour process around large piles through laboratory tests under waves, unidirectional and tidal currents. The process for unidirectional and tidal currents is compared. Tests are carried out in a wave flume equipped with a two way recirculatin pump at the Hydraulic Laboratory of Aalborg University. The mobile bed around the pile was leveled with an automatic laser profiler and the results displayed as maximum scour depth and eroded volume.
Scour around monopile foundationsfor off-shore wind turbines / Margheritini L.; P. Frigaard; L. Martinelli; A. Lamberti. - STAMPA. - (2007), pp. 263-274. (Intervento presentato al convegno 1st Int. Conf. on the Application of Physical Modelling to Port and Coastal Protection, Coastlab 2006 tenutosi a Porto nel 8-10/5/2006).
Scour around monopile foundationsfor off-shore wind turbines
MARTINELLI, LUCA;LAMBERTI, ALBERTO
2007
Abstract
The paper descibes the scour process around large piles through laboratory tests under waves, unidirectional and tidal currents. The process for unidirectional and tidal currents is compared. Tests are carried out in a wave flume equipped with a two way recirculatin pump at the Hydraulic Laboratory of Aalborg University. The mobile bed around the pile was leveled with an automatic laser profiler and the results displayed as maximum scour depth and eroded volume.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
