METHOD TO PREDICT LONG TIME SPAN OF SCOUR AROUND OFFSHORE WIND TURBINE FOUNDATIONS
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Erik Damgaard Christensen | Martin Dixen | Iris Pernille Lohmann | E. D. Christensen | I. P. Lohmann | M. Dixen
[1] F. Menter. Improved two-equation k-omega turbulence models for aerodynamic flows , 1992 .
[2] B. Sumer,et al. Numerical and experimental investigation of flow and scour around a circular pile , 2005, Journal of Fluid Mechanics.
[3] Gary Parker,et al. A new vectorial bedload formulation and its application to the time evolution of straight river channels , 1994, Journal of Fluid Mechanics.
[4] Jørgen Fredsøe,et al. Hydrodynamics Around Cylindrical Structures , 2006 .
[5] F. Menter. ZONAL TWO EQUATION k-w TURBULENCE MODELS FOR AERODYNAMIC FLOWS , 1993 .
[6] Stanley R. Davis,et al. Evaluating scour at bridges. , 1995 .
[7] A. W. Nielsen,et al. Time-Varying Wave and Current-Induced Scour Around Offshore Wind Turbines , 2007 .
[8] C. Stam,et al. TIME-DEPENDENT SCOUR DEVELOPMENT UNDER COMBINED CURRENT AND WAVE CONDITIONS – HINDCAST OF FIELD MEASUREMENTS , 2008 .
[9] H. W. Shen,et al. Local Scour Around Cylindrical Piers , 1977 .
[10] Tim Raaijmakers,et al. Time-dependent scour development under combined current and waves conditions - laboratory experiments with online monitoring technique , 2008 .