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Changeset 6289 for trunk/DOC/TexFiles/Chapters/Chap_ZDF.tex – NEMO

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Timestamp:
2016-02-05T00:47:05+01:00 (8 years ago)
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gm
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#1673 DOC of the trunk - Update, see associated wiki page for description

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  • trunk/DOC/TexFiles/Chapters/Chap_ZDF.tex

    r5120 r6289  
    3434coefficients can be assumed to be either constant, or a function of the local  
    3535Richardson number, or computed from a turbulent closure model (either  
    36 TKE or KPP formulation). The computation of these coefficients is initialized  
     36TKE or GLS formulation). The computation of these coefficients is initialized  
    3737in the \mdl{zdfini} module and performed in the \mdl{zdfric}, \mdl{zdftke} or  
    38 \mdl{zdfkpp} modules. The trends due to the vertical momentum and tracer  
     38\mdl{zdfgls} modules. The trends due to the vertical momentum and tracer  
    3939diffusion, including the surface forcing, are computed and added to the  
    4040general trend in the \mdl{dynzdf} and \mdl{trazdf} modules, respectively.  
     
    355355%--------------------------------------------------------------% 
    356356 
    357 To be add here a description of "penetration of TKE" and the associated namelist parameters 
    358  \np{nn\_etau}, \np{rn\_efr} and \np{nn\_htau}. 
     357Vertical mixing parameterizations commonly used in ocean general circulation models  
     358tend to produce mixed-layer depths that are too shallow during summer months and windy conditions. 
     359This bias is particularly acute over the Southern Ocean.  
     360To overcome this systematic bias, an ad hoc parameterization is introduced into the TKE scheme  \cite{Rodgers_2014}.  
     361The parameterization is an empirical one, $i.e.$ not derived from theoretical considerations,  
     362but rather is meant to account for observed processes that affect the density structure of  
     363the ocean’s planetary boundary layer that are not explicitly captured by default in the TKE scheme  
     364($i.e.$ near-inertial oscillations and ocean swells and waves). 
     365 
     366When using this parameterization ($i.e.$ when \np{nn\_etau}~=~1), the TKE input to the ocean ($S$)  
     367imposed by the winds in the form of near-inertial oscillations, swell and waves is parameterized  
     368by \eqref{ZDF_Esbc} the standard TKE surface boundary condition, plus a depth depend one given by: 
     369\begin{equation}  \label{ZDF_Ehtau} 
     370S = (1-f_i) \; f_r \; e_s \; e^{-z / h_\tau}  
     371\end{equation} 
     372where  
     373$z$ is the depth,   
     374$e_s$ is TKE surface boundary condition,  
     375$f_r$ is the fraction of the surface TKE that penetrate in the ocean,  
     376$h_\tau$ is a vertical mixing length scale that controls exponential shape of the penetration,  
     377and $f_i$ is the ice concentration (no penetration if $f_i=1$, that is if the ocean is entirely  
     378covered by sea-ice). 
     379The value of $f_r$, usually a few percents, is specified through \np{rn\_efr} namelist parameter.  
     380The vertical mixing length scale, $h_\tau$, can be set as a 10~m uniform value (\np{nn\_etau}~=~0)  
     381or a latitude dependent value (varying from 0.5~m at the Equator to a maximum value of 30~m  
     382at high latitudes (\np{nn\_etau}~=~1).  
     383 
     384Note that two other option existe, \np{nn\_etau}~=~2, or 3. They correspond to applying  
     385\eqref{ZDF_Ehtau} only at the base of the mixed layer, or to using the high frequency part  
     386of the stress to evaluate the fraction of TKE that penetrate the ocean.  
     387Those two options are obsolescent features introduced for test purposes. 
     388They will be removed in the next release.  
     389 
     390 
    359391 
    360392% from Burchard et al OM 2008 :  
    361 % the most critical process not reproduced by statistical turbulence models is the activity of internal waves and their interaction with turbulence. After the Reynolds decomposition, internal waves are in principle included in the RANS equations, but later partially excluded by the hydrostatic assumption and the model resolution. Thus far, the representation of internal wave mixing in ocean models has been relatively crude (e.g. Mellor, 1989; Large et al., 1994; Meier, 2001; Axell, 2002; St. Laurent and Garrett, 2002). 
     393% the most critical process not reproduced by statistical turbulence models is the activity of  
     394% internal waves and their interaction with turbulence. After the Reynolds decomposition,  
     395% internal waves are in principle included in the RANS equations, but later partially  
     396% excluded by the hydrostatic assumption and the model resolution.  
     397% Thus far, the representation of internal wave mixing in ocean models has been relatively crude  
     398% (e.g. Mellor, 1989; Large et al., 1994; Meier, 2001; Axell, 2002; St. Laurent and Garrett, 2002). 
    362399 
    363400 
     
    573610Examples of performance of the 4 turbulent closure scheme can be found in \citet{Warner_al_OM05}. 
    574611 
    575 % ------------------------------------------------------------------------------------------------------------- 
    576 %        K Profile Parametrisation (KPP)  
    577 % ------------------------------------------------------------------------------------------------------------- 
    578 \subsection{K Profile Parametrisation (KPP) (\key{zdfkpp}) } 
    579 \label{ZDF_kpp} 
    580  
    581 %--------------------------------------------namkpp-------------------------------------------------------- 
    582 \namdisplay{namzdf_kpp} 
    583 %-------------------------------------------------------------------------------------------------------------- 
    584  
    585 The KKP scheme has been implemented by J. Chanut ... 
    586 Options are defined through the  \ngn{namzdf\_kpp} namelist variables. 
    587  
    588 \colorbox{yellow}{Add a description of KPP here.} 
    589  
    590612 
    591613% ================================================================ 
     
    636658 
    637659Options are defined through the  \ngn{namzdf} namelist variables. 
    638 The non-penetrative convective adjustment is used when \np{ln\_zdfnpc}=true.  
     660The non-penetrative convective adjustment is used when \np{ln\_zdfnpc}~=~\textit{true}.  
    639661It is applied at each \np{nn\_npc} time step and mixes downwards instantaneously  
    640662the statically unstable portion of the water column, but only until the density  
     
    644666(Fig. \ref{Fig_npc}): starting from the top of the ocean, the first instability is  
    645667found. Assume in the following that the instability is located between levels  
    646 $k$ and $k+1$. The potential temperature and salinity in the two levels are  
     668$k$ and $k+1$. The temperature and salinity in the two levels are  
    647669vertically mixed, conserving the heat and salt contents of the water column.  
    648670The new density is then computed by a linear approximation. If the new  
     
    664686\citep{Madec_al_JPO91, Madec_al_DAO91, Madec_Crepon_Bk91}. 
    665687 
    666 Note that in the current implementation of this algorithm presents several  
    667 limitations. First, potential density referenced to the sea surface is used to  
    668 check whether the density profile is stable or not. This is a strong  
    669 simplification which leads to large errors for realistic ocean simulations.  
    670 Indeed, many water masses of the world ocean, especially Antarctic Bottom 
    671 Water, are unstable when represented in surface-referenced potential density.  
    672 The scheme will erroneously mix them up. Second, the mixing of potential  
    673 density is assumed to be linear. This assures the convergence of the algorithm  
    674 even when the equation of state is non-linear. Small static instabilities can thus  
    675 persist due to cabbeling: they will be treated at the next time step.  
    676 Third, temperature and salinity, and thus density, are mixed, but the  
    677 corresponding velocity fields remain unchanged. When using a Richardson  
    678 Number dependent eddy viscosity, the mixing of momentum is done through  
    679 the vertical diffusion: after a static adjustment, the Richardson Number is zero  
    680 and thus the eddy viscosity coefficient is at a maximum. When this convective  
    681 adjustment algorithm is used with constant vertical eddy viscosity, spurious  
    682 solutions can occur since the vertical momentum diffusion remains small even  
    683 after a static adjustment. In that case, we recommend the addition of momentum  
    684 mixing in a manner that mimics the mixing in temperature and salinity  
    685 \citep{Speich_PhD92, Speich_al_JPO96}. 
     688The current implementation has been modified in order to deal with any non linear  
     689equation of seawater (L. Brodeau, personnal communication).  
     690Two main differences have been introduced compared to the original algorithm:  
     691$(i)$ the stability is now checked using the Brunt-V\"{a}is\"{a}l\"{a} frequency  
     692(not the the difference in potential density) ;  
     693$(ii)$ when two levels are found unstable, their thermal and haline expansion coefficients  
     694are vertically mixed in the same way their temperature and salinity has been mixed. 
     695These two modifications allow the algorithm to perform properly and accurately  
     696with TEOS10 or EOS-80 without having to recompute the expansion coefficients at each  
     697mixing iteration. 
    686698 
    687699% ------------------------------------------------------------------------------------------------------------- 
     
    689701% ------------------------------------------------------------------------------------------------------------- 
    690702\subsection   [Enhanced Vertical Diffusion (\np{ln\_zdfevd})] 
    691          {Enhanced Vertical Diffusion (\np{ln\_zdfevd}=true)} 
     703              {Enhanced Vertical Diffusion (\np{ln\_zdfevd}=true)} 
    692704\label{ZDF_evd} 
    693705 
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