Dag Myrhaug
Dag Myrhaug
Department of Marine Technology, Norwegian University of Science and Technology (NTNU)
Verified email at ntnu.no
Title
Cited by
Cited by
Year
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
4221993
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
1262009
An overview of wave impact forces on offshore wind turbine substructures
MA Chella, A TÝrum, D Myrhaug
Energy Procedia 20, 217-226, 2012
992012
Breaking characteristics and geometric properties of spilling breakers over slopes
MA Chella, H Bihs, D Myrhaug, M Muskulus
Coastal Engineering 95, 4-19, 2015
852015
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
812010
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
791984
The sea bed boundary layer under random waves plus current
LE Holmedal, D Myrhaug, H Rue
Continental Shelf Research 23 (7), 717-750, 2003
762003
Bottom friction beneath random waves
D Myrhaug
Coastal Engineering 24 (3-4), 259-273, 1995
761995
Bottom friction in random waves plus current flow
D Myrhaug, LE Holmedal, RR Simons, RD MacIver
Coastal engineering 43 (2), 75-92, 2001
712001
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
622009
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
621990
Breaking waves in deep water and resulting wave forces
SS Kjeldsen, DS Myrhaug
Offshore Technology Conference, 1979
611979
On a theoretical model of rough turbulent wave boundary layers
D Myrhaug
Ocean Engineering 9 (6), 547-565, 1982
591982
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
582017
Steepness and asymmetry of extreme waves and the highest waves in deep water
D Myrhaug, SP Kjeldsen
Ocean Engineering 13 (6), 549-568, 1986
581986
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
562004
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
552016
Boundary layer flow and net sediment transport beneath asymmetrical waves
LE Holmedal, D Myrhaug
Continental Shelf Research 26 (2), 252-268, 2006
542006
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
541987
Identifying and promoting self‐regulated learning in higher education: Roles and responsibilities of student tutors
V Gynnild, A Holstad, D Myrhaug
Mentoring & Tutoring: Partnership in Learning 16 (2), 147-161, 2008
532008
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