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2021WP/VLD-03_Aimie_Moulin_Wave_Coupling_TestCase (diff) – NEMO

Changes between Version 7 and Version 8 of 2021WP/VLD-03_Aimie_Moulin_Wave_Coupling_TestCase


Ignore:
Timestamp:
2021-02-11T15:52:04+01:00 (3 years ago)
Author:
amoulin
Comment:

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  • 2021WP/VLD-03_Aimie_Moulin_Wave_Coupling_TestCase

    v7 v8  
    2727 
    2828''The adiabatic test case is used to validate the implementation of the GLM equation in case of wave-current interaction.\\ 
     29It 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.\\ 
     30Waves 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.\\ 
     31Open boundary condition are set at the East and West. 120 sigma-levels are used.\\ 
     32 
     33In this testcase NEMO is forced by wave fields calculated by WaveWatch3.\\ 
     34The 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 
    2936In absence of dissipation, and given proper lateral boundary conditions the flow in wave shoaling over a bottom slope has to be irrotational.\\ 
    3037The 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.\\ 
    3138 
     39 
    3240References:\\ 
    3341 
    34 F. Ardhuin, N. Rascle and K. Belibassakis,2008, Explicit wave-averaged 
    35 primitive equations using a Generalized Lagrangian Mean, Ocean 
    36 Modelling 
     42F. Ardhuin, N. Rascle and K. Belibassakis,2008, Explicit wave-averaged primitive equations using a Generalized Lagrangian Mean, Ocean 
     43Modelling \\ 
    3744 
    3845A.C. Bennis and F. Ardhuin, 2011, Comments on ‘ The Depth-Dependent 
    39 Current and Wave Interaction Equations: A Revision ’, JPO 
     46Current and Wave Interaction Equations: A Revision ’, JPO \\ 
    4047'' 
    4148