Changeset 11543 for NEMO/trunk/doc/latex/NEMO/subfiles/chap_LDF.tex
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NEMO/trunk/doc/latex/NEMO/subfiles/chap_LDF.tex
r11537 r11543 13 13 \newpage 14 14 15 The lateral physics terms in the momentum and tracer equations have been described in \autoref{eq: PE_zdf} and15 The lateral physics terms in the momentum and tracer equations have been described in \autoref{eq:MB_zdf} and 16 16 their discrete formulation in \autoref{sec:TRA_ldf} and \autoref{sec:DYN_ldf}). 17 17 In this section we further discuss each lateral physics option. … … 25 25 Note that this chapter describes the standard implementation of iso-neutral tracer mixing. 26 26 Griffies's implementation, which is used if \np{ln\_traldf\_triad}\forcode{=.true.}, 27 is described in \autoref{apdx: triad}27 is described in \autoref{apdx:TRIADS} 28 28 29 29 %-----------------------------------namtra_ldf - namdyn_ldf-------------------------------------------- … … 82 82 the cell of the quantity to be diffused. 83 83 For a tracer, this leads to the following four slopes: 84 $r_{1u}$, $r_{1w}$, $r_{2v}$, $r_{2w}$ (see \autoref{eq: tra_ldf_iso}),84 $r_{1u}$, $r_{1w}$, $r_{2v}$, $r_{2w}$ (see \autoref{eq:TRA_ldf_iso}), 85 85 while for momentum the slopes are $r_{1t}$, $r_{1uw}$, $r_{2f}$, $r_{2uw}$ for $u$ and 86 86 $r_{1f}$, $r_{1vw}$, $r_{2t}$, $r_{2vw}$ for $v$. … … 92 92 In $s$-coordinates, geopotential mixing (\ie\ horizontal mixing) $r_1$ and $r_2$ are the slopes between 93 93 the geopotential and computational surfaces. 94 Their discrete formulation is found by locally solving \autoref{eq: tra_ldf_iso} when94 Their discrete formulation is found by locally solving \autoref{eq:TRA_ldf_iso} when 95 95 the diffusive fluxes in the three directions are set to zero and $T$ is assumed to be horizontally uniform, 96 96 \ie\ a linear function of $z_T$, the depth of a $T$-point. … … 98 98 99 99 \begin{equation} 100 \label{eq: ldfslp_geo}100 \label{eq:LDF_slp_geo} 101 101 \begin{aligned} 102 102 r_{1u} &= \frac{e_{3u}}{ \left( e_{1u}\;\overline{\overline{e_{3w}}}^{\,i+1/2,\,k} \right)} … … 125 125 Their discrete formulation is found using the fact that the diffusive fluxes of 126 126 locally referenced potential density (\ie\ $in situ$ density) vanish. 127 So, substituting $T$ by $\rho$ in \autoref{eq: tra_ldf_iso} and setting the diffusive fluxes in127 So, substituting $T$ by $\rho$ in \autoref{eq:TRA_ldf_iso} and setting the diffusive fluxes in 128 128 the three directions to zero leads to the following definition for the neutral slopes: 129 129 130 130 \begin{equation} 131 \label{eq: ldfslp_iso}131 \label{eq:LDF_slp_iso} 132 132 \begin{split} 133 133 r_{1u} &= \frac{e_{3u}}{e_{1u}}\; \frac{\delta_{i+1/2}[\rho]} … … 145 145 146 146 %gm% rewrite this as the explanation is not very clear !!! 147 %In practice, \autoref{eq: ldfslp_iso} is of little help in evaluating the neutral surface slopes. Indeed, for an unsimplified equation of state, the density has a strong dependancy on pressure (here approximated as the depth), therefore applying \autoref{eq:ldfslp_iso} using the $in situ$ density, $\rho$, computed at T-points leads to a flattening of slopes as the depth increases. This is due to the strong increase of the $in situ$ density with depth.148 149 %By definition, neutral surfaces are tangent to the local $in situ$ density \citep{mcdougall_JPO87}, therefore in \autoref{eq: ldfslp_iso}, all the derivatives have to be evaluated at the same local pressure (which in decibars is approximated by the depth in meters).150 151 %In the $z$-coordinate, the derivative of the \autoref{eq: ldfslp_iso} numerator is evaluated at the same depth \nocite{as what?} ($T$-level, which is the same as the $u$- and $v$-levels), so the $in situ$ density can be used for its evaluation.152 153 As the mixing is performed along neutral surfaces, the gradient of $\rho$ in \autoref{eq: ldfslp_iso} has to147 %In practice, \autoref{eq:LDF_slp_iso} is of little help in evaluating the neutral surface slopes. Indeed, for an unsimplified equation of state, the density has a strong dependancy on pressure (here approximated as the depth), therefore applying \autoref{eq:LDF_slp_iso} using the $in situ$ density, $\rho$, computed at T-points leads to a flattening of slopes as the depth increases. This is due to the strong increase of the $in situ$ density with depth. 148 149 %By definition, neutral surfaces are tangent to the local $in situ$ density \citep{mcdougall_JPO87}, therefore in \autoref{eq:LDF_slp_iso}, all the derivatives have to be evaluated at the same local pressure (which in decibars is approximated by the depth in meters). 150 151 %In the $z$-coordinate, the derivative of the \autoref{eq:LDF_slp_iso} numerator is evaluated at the same depth \nocite{as what?} ($T$-level, which is the same as the $u$- and $v$-levels), so the $in situ$ density can be used for its evaluation. 152 153 As the mixing is performed along neutral surfaces, the gradient of $\rho$ in \autoref{eq:LDF_slp_iso} has to 154 154 be evaluated at the same local pressure 155 155 (which, in decibars, is approximated by the depth in meters in the model). 156 Therefore \autoref{eq: ldfslp_iso} cannot be used as such,156 Therefore \autoref{eq:LDF_slp_iso} cannot be used as such, 157 157 but further transformation is needed depending on the vertical coordinate used: 158 158 … … 160 160 161 161 \item[$z$-coordinate with full step: ] 162 in \autoref{eq: ldfslp_iso} the densities appearing in the $i$ and $j$ derivatives are taken at the same depth,162 in \autoref{eq:LDF_slp_iso} the densities appearing in the $i$ and $j$ derivatives are taken at the same depth, 163 163 thus the $in situ$ density can be used. 164 164 This is not the case for the vertical derivatives: $\delta_{k+1/2}[\rho]$ is replaced by $-\rho N^2/g$, … … 173 173 in the current release of \NEMO, iso-neutral mixing is only employed for $s$-coordinates if 174 174 the Griffies scheme is used (\np{ln\_traldf\_triad}\forcode{=.true.}; 175 see \autoref{apdx: triad}).175 see \autoref{apdx:TRIADS}). 176 176 In other words, iso-neutral mixing will only be accurately represented with a linear equation of state 177 177 (\np{ln\_seos}\forcode{=.true.}). 178 In the case of a "true" equation of state, the evaluation of $i$ and $j$ derivatives in \autoref{eq: ldfslp_iso}178 In the case of a "true" equation of state, the evaluation of $i$ and $j$ derivatives in \autoref{eq:LDF_slp_iso} 179 179 will include a pressure dependent part, leading to the wrong evaluation of the neutral slopes. 180 180 … … 193 193 194 194 \[ 195 % \label{eq: ldfslp_iso2}195 % \label{eq:LDF_slp_iso2} 196 196 \begin{split} 197 197 r_{1u} &= \frac{e_{3u}}{e_{1u}}\; \frac … … 230 230 To overcome this problem, several techniques have been proposed in which the numerical schemes of 231 231 the ocean model are modified \citep{weaver.eby_JPO97, griffies.gnanadesikan.ea_JPO98}. 232 Griffies's scheme is now available in \NEMO\ if \np{ln\_traldf\_triad}\forcode{ =.true.}; see \autoref{apdx:triad}.232 Griffies's scheme is now available in \NEMO\ if \np{ln\_traldf\_triad}\forcode{ = .true.}; see \autoref{apdx:TRIADS}. 233 233 Here, another strategy is presented \citep{lazar_phd97}: 234 234 a local filtering of the iso-neutral slopes (made on 9 grid-points) prevents the development of … … 280 280 \includegraphics[width=\textwidth]{Fig_eiv_slp} 281 281 \caption{ 282 \protect\label{fig: eiv_slp}282 \protect\label{fig:LDF_eiv_slp} 283 283 Vertical profile of the slope used for lateral mixing in the mixed layer: 284 284 \textit{(a)} in the real ocean the slope is the iso-neutral slope in the ocean interior, … … 304 304 The iso-neutral diffusion operator on momentum is the same as the one used on tracers but 305 305 applied to each component of the velocity separately 306 (see \autoref{eq: dyn_ldf_iso} in section~\autoref{subsec:DYN_ldf_iso}).306 (see \autoref{eq:DYN_ldf_iso} in section~\autoref{subsec:DYN_ldf_iso}). 307 307 The slopes between the surface along which the diffusion operator acts and the surface of computation 308 308 ($z$- or $s$-surfaces) are defined at $T$-, $f$-, and \textit{uw}- points for the $u$-component, and $T$-, $f$- and 309 309 \textit{vw}- points for the $v$-component. 310 310 They are computed from the slopes used for tracer diffusion, 311 \ie\ \autoref{eq: ldfslp_geo} and \autoref{eq:ldfslp_iso}:311 \ie\ \autoref{eq:LDF_slp_geo} and \autoref{eq:LDF_slp_iso}: 312 312 313 313 \[ 314 % \label{eq: ldfslp_dyn}314 % \label{eq:LDF_slp_dyn} 315 315 \begin{aligned} 316 316 &r_{1t}\ \ = \overline{r_{1u}}^{\,i} &&& r_{1f}\ \ &= \overline{r_{1u}}^{\,i+1/2} \\ … … 371 371 372 372 \begin{equation} 373 \label{eq: constantah}373 \label{eq:LDF_constantah} 374 374 A_o^l = \left\{ 375 375 \begin{aligned} … … 386 386 387 387 In the vertically varying case, a hyperbolic variation of the lateral mixing coefficient is introduced in which 388 the surface value is given by \autoref{eq: constantah}, the bottom value is 1/4 of the surface value,388 the surface value is given by \autoref{eq:LDF_constantah}, the bottom value is 1/4 of the surface value, 389 389 and the transition takes place around z=500~m with a width of 200~m. 390 390 This profile is hard coded in module \mdl{ldfc1d\_c2d}, but can be easily modified by users. … … 396 396 the type of operator used: 397 397 \begin{equation} 398 \label{eq: title}398 \label{eq:LDF_title} 399 399 A_l = \left\{ 400 400 \begin{aligned} … … 411 411 model configurations presenting large changes in grid spacing such as global ocean models. 412 412 Indeed, in such a case, a constant mixing coefficient can lead to a blow up of the model due to 413 large coefficient compare to the smallest grid size (see \autoref{sec: STP_forward_imp}),413 large coefficient compare to the smallest grid size (see \autoref{sec:TD_forward_imp}), 414 414 especially when using a bilaplacian operator. 415 415 … … 429 429 430 430 \begin{equation} 431 \label{eq: flowah}431 \label{eq:LDF_flowah} 432 432 A_l = \left\{ 433 433 \begin{aligned} … … 445 445 446 446 \begin{equation} 447 \label{eq: smag1}447 \label{eq:LDF_smag1} 448 448 \begin{split} 449 449 T_{smag}^{-1} & = \sqrt{\left( \partial_x u - \partial_y v\right)^2 + \left( \partial_y u + \partial_x v\right)^2 } \\ … … 455 455 456 456 \begin{equation} 457 \label{eq: smag2}457 \label{eq:LDF_smag2} 458 458 A_{smag} = \left\{ 459 459 \begin{aligned} … … 464 464 \end{equation} 465 465 466 For stability reasons, upper and lower limits are applied on the resulting coefficient (see \autoref{sec: STP_forward_imp}) so that:467 \begin{equation} 468 \label{eq: smag3}466 For stability reasons, upper and lower limits are applied on the resulting coefficient (see \autoref{sec:TD_forward_imp}) so that: 467 \begin{equation} 468 \label{eq:LDF_smag3} 469 469 \begin{aligned} 470 470 & C_{min} \frac{1}{2} \lvert U \rvert e < A_{smag} < C_{max} \frac{e^2}{ 8\rdt} & \text{for laplacian operator } \\ … … 480 480 481 481 (1) the momentum diffusion operator acting along model level surfaces is written in terms of curl and 482 divergent components of the horizontal current (see \autoref{subsec: PE_ldf}).482 divergent components of the horizontal current (see \autoref{subsec:MB_ldf}). 483 483 Although the eddy coefficient could be set to different values in these two terms, 484 484 this option is not currently available. … … 486 486 (2) with an horizontally varying viscosity, the quadratic integral constraints on enstrophy and on the square of 487 487 the horizontal divergence for operators acting along model-surfaces are no longer satisfied 488 (\autoref{sec: dynldf_properties}).488 (\autoref{sec:INVARIANTS_dynldf_properties}). 489 489 490 490 % ================================================================ … … 527 527 the formulation of which depends on the slopes of iso-neutral surfaces. 528 528 Contrary to the case of iso-neutral mixing, the slopes used here are referenced to the geopotential surfaces, 529 \ie\ \autoref{eq: ldfslp_geo} is used in $z$-coordinates,530 and the sum \autoref{eq: ldfslp_geo} + \autoref{eq:ldfslp_iso} in $s$-coordinates.529 \ie\ \autoref{eq:LDF_slp_geo} is used in $z$-coordinates, 530 and the sum \autoref{eq:LDF_slp_geo} + \autoref{eq:LDF_slp_iso} in $s$-coordinates. 531 531 532 532 If isopycnal mixing is used in the standard way, \ie\ \np{ln\_traldf\_triad}\forcode{=.false.}, the eddy induced velocity is given by: 533 533 \begin{equation} 534 \label{eq: ldfeiv}534 \label{eq:LDF_eiv} 535 535 \begin{split} 536 536 u^* & = \frac{1}{e_{2u}e_{3u}}\; \delta_k \left[e_{2u} \, A_{uw}^{eiv} \; \overline{r_{1w}}^{\,i+1/2} \right]\\ … … 554 554 \colorbox{yellow}{CASE \np{nn\_aei\_ijk\_t} = 21 to be added} 555 555 556 In case of setting \np{ln\_traldf\_triad}\forcode{ =.true.}, a skew form of the eddy induced advective fluxes is used, which is described in \autoref{apdx:triad}.556 In case of setting \np{ln\_traldf\_triad}\forcode{ = .true.}, a skew form of the eddy induced advective fluxes is used, which is described in \autoref{apdx:TRIADS}. 557 557 558 558 % ================================================================
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