| 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 | 410 | 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 | 123 | 2009 |
| An overview of wave impact forces on offshore wind turbine substructures MA Chella, A Tørum, D Myrhaug Energy Procedia 20, 217-226, 2012 | 91 | 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 | 84 | 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 | 79 | 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 | 77 | 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 | 75 | 2003 |
| Bottom friction beneath random waves D Myrhaug Coastal Engineering 24 (3-4), 259-273, 1995 | 74 | 1995 |
| Bottom friction in random waves plus current flow D Myrhaug, LE Holmedal, RR Simons, RD MacIver Coastal engineering 43 (2), 75-92, 2001 | 71 | 2001 |
| 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 | 61 | 2009 |
| 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 | 60 | 1990 |
| Breaking waves in deep water and resulting wave forces SS Kjeldsen, DS Myrhaug Offshore Technology Conference, 1979 | 59 | 1979 |
| On a theoretical model of rough turbulent wave boundary layers D Myrhaug Ocean Engineering 9 (6), 547-565, 1982 | 58 | 1982 |
| 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 | 56 | 2004 |
| Steepness and asymmetry of extreme waves and the highest waves in deep water D Myrhaug, SP Kjeldsen Ocean Engineering 13 (6), 549-568, 1986 | 56 | 1986 |
| Breaking solitary waves and breaking wave forces on a vertically mounted slender cylinder over an impermeable sloping seabed MA Chella, H Bihs, D Myrhaug, M Muskulus Journal of Ocean Engineering and Marine Energy 3 (1), 1-19, 2017 | 55 | 2017 |
| Prediction of occurrences of steep and high waves in deep water D Myrhaug, SP Kjeldsen Journal of waterway, port, coastal, and ocean engineering 113 (2), 122-138, 1987 | 54 | 1987 |
| 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 | 53 | 2016 |
| Boundary layer flow and net sediment transport beneath asymmetrical waves LE Holmedal, D Myrhaug Continental Shelf Research 26 (2), 252-268, 2006 | 53 | 2006 |
| Characteristics and profile asymmetry properties of waves breaking over an impermeable submerged reef MA Chella, H Bihs, D Myrhaug Coastal Engineering 100, 26-36, 2015 | 51 | 2015 |
