Wave-current interaction within and outside the bottom boundary layer RL Soulsby, L Hamm, G Klopman, D Myrhaug, RR Simons, GP Thomas Coastal engineering 21 (1-3), 41-69, 1993 | 496 | 1993 |
Numerical simulation of flow around a smooth circular cylinder at very high Reynolds numbers MC Ong, T Utnes, LE Holmedal, D Myrhaug, B Pettersen Marine Structures 22 (2), 142-153, 2009 | 170 | 2009 |
An overview of wave impact forces on offshore wind turbine substructures MA Chella, A Tørum, D Myrhaug Energy Procedia 20, 217-226, 2012 | 136 | 2012 |
Breaking characteristics and geometric properties of spilling breakers over slopes MA Chella, H Bihs, D Myrhaug, M Muskulus Coastal Engineering 95, 4-19, 2015 | 108 | 2015 |
Numerical simulation of flow around a circular cylinder close to a flat seabed at high Reynolds numbers using ak–ε model MC Ong, T Utnes, LE Holmedal, D Myrhaug, B Pettersen Coastal Engineering 57 (10), 931-947, 2010 | 103 | 2010 |
Parametric modelling of joint probability density distributions for steepness and asymmetry in deep water waves D Myrhaug, SP Kjeldsen Applied Ocean Research 6 (4), 207-220, 1984 | 90 | 1984 |
The sea bed boundary layer under random waves plus current LE Holmedal, D Myrhaug, H Rue Continental Shelf Research 23 (7), 717-750, 2003 | 88 | 2003 |
Breaking waves in deep water and resulting wave forces SS Kjeldsen, DS Myrhaug Offshore technology conference, OTC-3646-MS, 1979 | 87 | 1979 |
Breaking solitary waves and breaking wave forces on a vertically mounted slender cylinder over an impermeable sloping seabed M Alagan Chella, H Bihs, D Myrhaug, M Muskulus Journal of Ocean Engineering and Marine Energy 3, 1-19, 2017 | 82 | 2017 |
Unsteady RANS simulations of flow around rectangular cylinders with different aspect ratios X Tian, MC Ong, J Yang, D Myrhaug Ocean Engineering 58, 208-216, 2013 | 82 | 2013 |
Large Eddy Simulations of flow around a smooth circular cylinder in a uniform current in the subcritical flow regime MA Prsic, MC Ong, B Pettersen, D Myrhaug Ocean engineering 77, 61-73, 2014 | 81 | 2014 |
Bottom friction beneath random waves D Myrhaug Coastal Engineering 24 (3-4), 259-273, 1995 | 79 | 1995 |
On a theoretical model of rough turbulent wave boundary layers D Myrhaug Ocean Engineering 9 (6), 547-565, 1982 | 77 | 1982 |
Bottom friction in random waves plus current flow D Myrhaug, LE Holmedal, RR Simons, RD MacIver Coastal engineering 43 (2), 75-92, 2001 | 74 | 2001 |
A rational approach to wave-current friction coefficients for rough, smooth and transitional turbulent flow D Myrhaug, OH Slaattelid Coastal Engineering 14 (3), 265-293, 1990 | 74 | 1990 |
Wave-induced steady streaming, mass transport and net sediment transport in rough turbulent ocean bottom boundary layers LE Holmedal, D Myrhaug Continental Shelf Research 29 (7), 911-926, 2009 | 72 | 2009 |
Steepness and asymmetry of extreme waves and the highest waves in deep water D Myrhaug, SP Kjeldsen Ocean Engineering 13 (6), 549-568, 1986 | 71 | 1986 |
Statistical properties of successive wave heights and successive wave periods HT Wist, D Myrhaug, H Rue Applied Ocean Research 26 (3-4), 114-136, 2004 | 70 | 2004 |
Hydrodynamic characteristics and geometric properties of plunging and spilling breakers over impermeable slopes MA Chella, H Bihs, D Myrhaug, M Muskulus Ocean Modelling 103, 53-72, 2016 | 66 | 2016 |
Three-dimensional numerical modelling of wave-induced scour around piles in a side-by-side arrangement N Ahmad, H Bihs, D Myrhaug, A Kamath, ØA Arntsen Coastal Engineering 138, 132-151, 2018 | 62 | 2018 |