Changes between Version 7 and Version 8 of 2021WP/VLD-03_Aimie_Moulin_Wave_Coupling_TestCase
- Timestamp:
- 2021-02-11T15:52:04+01:00 (3 years ago)
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2021WP/VLD-03_Aimie_Moulin_Wave_Coupling_TestCase
v7 v8 27 27 28 28 ''The adiabatic test case is used to validate the implementation of the GLM equation in case of wave-current interaction.\\ 29 It consists on a steady monochromatic waves shoaling from 4 to 6 m depth on a slope without breaking nor bottom friction nor wave-induced mixing, and for an inviscid fluid.\\ 30 Waves and bottom topography are uniform in the y_direction. The flow is confined to a channel with free-slip boundary condition at North and South.\\ 31 Open boundary condition are set at the East and West. 120 sigma-levels are used.\\ 32 33 In this testcase NEMO is forced by wave fields calculated by WaveWatch3.\\ 34 The characteristics of the waves are a significant wave height Hs=1.02m, a wave period T=5.26s, and a wave direction theta=90°.\\ 35 29 36 In absence of dissipation, and given proper lateral boundary conditions the flow in wave shoaling over a bottom slope has to be irrotational.\\ 30 37 The reference solution exhibit a vertical shear that is entirely due to the Stokes drift and the quasi-Eulerian velocity is homogeneous over the water column.\\ 31 38 39 32 40 References:\\ 33 41 34 F. Ardhuin, N. Rascle and K. Belibassakis,2008, Explicit wave-averaged 35 primitive equations using a Generalized Lagrangian Mean, Ocean 36 Modelling 42 F. Ardhuin, N. Rascle and K. Belibassakis,2008, Explicit wave-averaged primitive equations using a Generalized Lagrangian Mean, Ocean 43 Modelling \\ 37 44 38 45 A.C. Bennis and F. Ardhuin, 2011, Comments on ‘ The Depth-Dependent 39 Current and Wave Interaction Equations: A Revision ’, JPO 46 Current and Wave Interaction Equations: A Revision ’, JPO \\ 40 47 '' 41 48