Effect of Breaking Waves on Scour Processes around Circular Offshore Wind Turbine Foundations
Publikation: Forskning - peer review › Konferenceartikel i proceeding
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Effect of Breaking Waves on Scour Processes around Circular Offshore Wind Turbine Foundations. / Frigaard, Peter; Hansen, Erik Asp; Christensen, Erik Damgaard; Jensen, Morten S.
NWTC External Web Site. National Wind Technology Center, 2005.Publikation: Forskning - peer review › Konferenceartikel i proceeding
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TY - GEN
T1 - Effect of Breaking Waves on Scour Processes around Circular Offshore Wind Turbine Foundations
A1 - Frigaard,Peter
A1 - Hansen,Erik Asp
A1 - Christensen,Erik Damgaard
A1 - Jensen,Morten S.
AU - Frigaard,Peter
AU - Hansen,Erik Asp
AU - Christensen,Erik Damgaard
AU - Jensen,Morten S.
PB - National Wind Technology Center
PY - 2005
Y1 - 2005
N2 - Scour and scour protection is a major issue for the construction of offshore wind farms. The engineer can either include the scour in his design or he can place a scour protection on the seabed. The optimal solution is highly dependent on the maximal scour depth an unprotected foundation will experience during its lifetime. Today's design practice has not yet been defined for foundations placed in areas with breaking waves. Some engineers include possible wave breaking in the design by increasing scour depth for current alone. So that the design scour depth is considered to be more than 1.5 times the pile diameter. The present study includes some study of scour processes in physical models as well as in a numerical model, under the influence of breaking and broken waves. Only minor influence on the scour depths are observed for the breaking waves.
AB - Scour and scour protection is a major issue for the construction of offshore wind farms. The engineer can either include the scour in his design or he can place a scour protection on the seabed. The optimal solution is highly dependent on the maximal scour depth an unprotected foundation will experience during its lifetime. Today's design practice has not yet been defined for foundations placed in areas with breaking waves. Some engineers include possible wave breaking in the design by increasing scour depth for current alone. So that the design scour depth is considered to be more than 1.5 times the pile diameter. The present study includes some study of scour processes in physical models as well as in a numerical model, under the influence of breaking and broken waves. Only minor influence on the scour depths are observed for the breaking waves.
KW - Scours
KW - Scour Protections
KW - Scour Processes
KW - Wind Farms
KW - Waves
KW - Breaking Waves
KW - Wind Turbines
KW - Offshore Wind Turbines
KW - Foundations
KW - Scours
KW - Scour Protections
KW - Scour Processes
KW - Waves
KW - Breaking Waves
KW - Wind Turbines
KW - Offshore Wind Turbines
KW - Foundations
KW - Wind Farms
UR - http://wind.nrel.gov/public/SeaCon/Proceedings/Copenhagen.Offshore.Wind.2005/documents/papers/Critical_design_aspects/P.Frigaard_Effect_of_breaking_waves_on_scour_processes.pdf
BT - NWTC External Web Site
T2 - NWTC External Web Site
ER -