_V_diffusivity.dox

1/*! \page Internal_Vert_Mixing Internal Vertical Mixing
2
3Sets the interior vertical diffusion of scalars due to the following processes:
4
5-# Shear-driven mixing (\ref section_Shear): \cite jackson2008 or KPP interior;
6-# Background mixing (\ref section_Background): via CVMix (Bryan-Lewis profile),
7 the scheme described by \cite harrison2008, or that in \cite danabasoglu2012.
8-# Double-diffusion (\ref section_Double_Diff): old method or new method via CVMix;
9-# Tidal mixing: many options available, see \ref section_Internal_Tidal_Mixing.
10
11In addition, the MOM_set_diffusivity has the option to set the interior vertical
12viscosity associated with processes 1,2 and 4 listed above, which is stored in
13visc\%Kv\_slow. Vertical viscosity due to shear-driven mixing is passed via
14visc\%Kv\_shear
15
16The resulting diffusivity, \f$K_d\f$, is the sum of all the contributions
17unless you set BBL_MIXING_AS_MAX to True, in which case the maximum of
18all the contributions is used.
19
20In addition, \f$K_d\f$ is multiplied by the term:
21
22\f[
23 \frac{N^2}{N^2 + \Omega^2}
24\f]
25
26where \f$N\f$ is the buoyancy frequency and \f$\Omega\f$ is the angular velocity
27of the Earth. This allows the buoyancy fluxes to tend to zero in regions
28of very weak stratification, allowing a no-flux bottom boundary condition
29to be satisfied.
30
31\section section_Shear Shear-driven Mixing
32
33Below the surface mixed layer, there are places in the world's oceans
34where shear mixing is known to take place. This shear-driven mixing can
35be represented in MOM6 through either CVMix or the parameterization of
36\cite jackson2008.
37
38\subsection subsection_CVMix_shear Shear-driven mixing in CVMix
39
40The community vertical mixing (CVMix) code contains options for shear
41mixing from either \cite large1994 or from \cite pacanowski1981. In MOM6,
42CVMix is included via a git submodule which loads the external CVMix
43package. The shear mixing routine in CVMix was developed to reproduce the
44observed mixing of the equatorial undercurrent in the Pacific.
45
46We first compute the gradient Richardson number \f$\mbox{Ri} = N^2 / S^2\f$,
47where \f$S\f$ is the vertical shear (\f$S = ||\bf{u}_z ||\f$) and \f$N\f$
48is the buoyancy frequency (\f$N^2 = -g \rho_z / \rho_0\f$). The
49parameterization of \cite large1994 is as follows, where the diffusivity \f$\kappa\f$
50is given by
51
52\f[
53 \kappa = \kappa_0 \left[ 1 - \min \left( 1, \frac{\mbox{Ri}}{\mbox{Ri}_c} \right)
54 ^2 \right] ^3 ,
55\f]
56
57with \f$\kappa_0 = 5 \times 10^{-3}\, \mbox{m}^2 \,\mbox{s}^{-1}\f$ and \f$\mbox{Ri}_c = 0.7\f$.
58
59One can instead select the \cite pacanowski1981 scheme within CVMix. Unlike
60the \cite large1994 scheme, they propose that the vertical shear
61viscosity \f$\nu_{\mbox{shear}}\f$ be different from the vertical shear
62diffusivity \f$\kappa_{\mbox{shear}}\f$. For gravitationally stable
63profiles (i.e., \f$N^2 > 0\f$), they chose
64
65\f[
66 \nu_{\mbox{shear}} = \frac{\nu_0}{(1 + a \mbox{Ri})^n}
67\f]
68
69\f[
70 \kappa_{\mbox{shear}} = \frac{\nu_0}{(1 + a \mbox{Ri})^{n+1}}
71\f]
72
73where \f$\nu_0\f$, \f$a\f$ and \f$n\f$ are adjustable parameters. Common settings are \f$a = 5\f$
74and \f$n = 2\f$.
75
76For both CVMix shear mixing schemes, the mixing coefficients are set to
77a large value for gravitationally unstable profiles.
78
79\subsection subsection_kappa_shear Shear-driven mixing in Jackson
80
81While the above parameterization works well enough in the equatorial
82Pacific, another place one can expect shear-mixing to matter is
83in overflows of dense water. \cite jackson2008 proposes a new shear
84parameterization with the goal of working in both the equatorial undercurrent
85and for overflows, also to have smooth transitions between unstable and
86stable regions. Their scheme looks like:
87
88\f{eqnarray}
89 \frac{\partial^2 \kappa}{\partial z^2} - \frac{\kappa}{L^2_d} &= - 2 SF(\mbox{Ri}) .
90 \label{eq:Jackson_10}
91\f}
92
93This is similar to the locally constant stratification limit of
94\cite turner1986, but with the addition of a decay length scale
95\f$L_d = \lambda L_b\f$. Here \f$L_b = Q^{1/2} / N\f$ is the buoyancy
96length scale where \f$Q\f$ is the turbulent kinetic energy (TKE) per
97unit mass, and \f$\lambda\f$ is a nondimensional constant. The function
98\f$F(\mbox{Ri})\f$ is a function of the Richardson number that remains
99to be determined. As in \cite turner1986, there must be a critical
100value of \f$\mbox{Ri}\f$ above which \f$F(\mbox{Ri}) = 0\f$.
101For better agreement with observations in a law-of-the-wall configuration,
102we modify \f$L_d\f$ to be \f$\min (\lambda L_b, L_z)\f$, where \f$L_z\f$
103is the distance to the nearest solid boundary. This can be understood by
104considering \f$L_d\f$ to be the size of the largest turbulent eddies,
105whether they are constrained by the stratification (through \f$L_b\f$)
106or through the geometry (through \f$L_z\f$).
107
108There are two length scales: the width of the low Richardson number region
109as in \cite turner1986, and the buoyancy length scale, which is the
110length scale over which the TKE is affected by the stratification (see
111\cite jackson2008 for more details). In particular, the inclusion of a
112decay length scale means that the diffusivity decays exponentially away
113from the mixing region with a length scale of \f$L_d\f$. This is important
114since turbulent eddies generated in the low \f$\mbox{Ri}\f$ layer can
115be vertically self-advected and mix nearby regions. This method yields
116a smoother diffusivity than that in \cite hallberg2000, especially in
117areas where the Richardson number is noisy.
118
119This parameterization predicts the turbulent eddy diffusivity in terms
120of the vertical profiles of velocity and density, providing that the
121TKE is known. To complete the parameterization we use a TKE \f$Q\f$
122budget such as that used in second-order turbulence closure models
123(\cite umlauf2005). We make a few additional assumptions, however,
124and use the simplified form
125
126\f{eqnarray}
127 \frac{\partial}{\partial z} \left[ (\kappa + \nu_0) \frac{\partial Q}
128 {\partial z} \right] + \kappa (S^2 - N^2) - Q(c_N N + c_S S) &= 0.
129 \label{eq:Jackson_11}
130\f}
131
132The system is therefore in balance between a vertical diffusion of
133TKE caused by both the eddy and molecular viscosity \f$(\nu_0)\f$,
134the production of TKE by shear, a sink due to stratification, and the
135dissipation. Note that we are assuming a Prandtl number of 1, although a
136parameterization for the Prandtl number could be added. We have assumed
137that the TKE reaches a quasi-steady state faster than the flow is evolving
138and faster than it can be affected by mean-flow advection so that \f$DQ/Dt =
1390\f$. Since this parameterization is meant to be used in climate models
140with low horizontal resolution and large time steps compared to the
141mixing time scales, this is a reasonable assumption. The most tenuous
142assumption is in the form of the dissipation \f$\epsilon = Q(C_N N +
143c_S S)\f$ (where \f$c_N\f$ and \f$c_S\f$ are to be determined),
144which is assumed to be dependent on the buoyancy frequency (through loss
145of energy to internal waves) and the velocity shear (through the energy
146cascade to smaller scales).
147
148We can rewrite \eqref{eq:Jackson_10} as the steady "transport" equation
149for the turbulent diffusivity (i.e., with \f$D\kappa/Dt = 0\f$),
150
151\f[
152 \frac{\partial}{\partial z} \left( \kappa \frac{\partial \kappa}{\partial z}
153 \right) + 2\kappa SF(\mbox{Ri}) - \left( \frac{\kappa}{L_d} \right)^2 -
154 \left( \frac{\partial \kappa}{\partial z} \right) ^2 = 0 .
155\f]
156
157The first term on the left can be regarded as a vertical transport of
158diffusivity, the second term as a source, and the final two as sinks.
159This equation with \eqref{eq:Jackson_11} are simple enough to solve quickly
160using an iterative technique.
161
162We also need boundary conditions for \eqref{eq:Jackson_10}
163and \eqref{eq:Jackson_11}. For the turbulent diffusivity we use
164\f$\kappa = 0\f$ since our diffusivity is numerically defined on
165layer interfaces. This ensures that there is no turbulent flux across
166boundaries. For the TKE we use boundary conditions of \f$Q = Q_0\f$ where
167\f$Q_0\f$ is a constant value of TKE, used to prevent a singularity
168in \eqref{eq:Jackson_10}, that is chosen to be small enough to not
169influence results. Note that the value of \f$\kappa\f$ calculated here
170reflects shear-driven turbulent mixing only; the total diffusivity would
171be this value plus any diffusivities due to other turbulent processes
172or a background value.
173
174Based on \cite turner1986, we choose \f$F(\mbox{Ri})\f$ of the form
175
176\f[
177 F(\mbox{Ri}) = F_0 \left( \frac{1 - \mbox{Ri} / \mbox{Ri}_c}
178 {1 + \alpha \mbox{Ri} / \mbox{Ri}_c} \right) ,
179\f]
180
181where \f$\alpha\f$ is the curvature parameter. This table shows the default
182values of the relevant parameters:
183
184<table>
185<caption id="shear_params">Shear mixing parameters</caption>
186<tr><th>Parameter <th>Default value <th>MOM6 parameter
187<tr><td>\f$\mbox{Ri}_c\f$ <td>0.25 <td>RINO_CRIT
188<tr><td>\f$\nu_0\f$ <td>\f$1.5 \times 10^{-5}\f$ <td>KD_KAPPA_SHEAR_0
189<tr><td>\f$F_0\f$ <td>0.089 <td>SHEARMIX_RATE
190<tr><td>\f$\alpha\f$ <td>-0.97 <td>FRI_CURVATURE
191<tr><td>\f$\lambda\f$ <td>0.82 <td>KAPPA_BUOY_SCALE_COEF
192<tr><td>\f$c_N\f$ <td>0.24 <td>TKE_N_DECAY_CONST
193<tr><td>\f$c_S\f$ <td>0.14 <td>TKE_SHEAR_DECAY_CONST
194</table>
195
196These can all be adjusted at run time, plus some other parameters such as the maximum number of iterations
197to perform.
198
199\section section_Background Background Mixing
200
201There are three choices for the vertical background mixing: that in
202CVMix (\cite bryan1979), that in \cite harrison2008, and that in
203\cite danabasoglu2012.
204
205\subsection subsection_bryan_lewis CVMix background mixing
206
207The background vertical mixing in \cite bryan1979 is of the form:
208
209\f[
210 \kappa = C_1 + C_2 \mbox{atan} [ C_3 ( |z| - C_4 )]
211\f]
212
213where the constants are runtime parameters as shown here:
214
215<table>
216<caption id="bryan_lewis_parms">Bryan Lewis parameters</caption>
217<tr><th>Parameter <th>Units <th>MOM6 parameter
218<tr><td>\f$C_1\f$ <td>m2 s-1 <td>BRYAN_LEWIS_C1
219<tr><td>\f$C_2\f$ <td>m2 s-1 <td>BRYAN_LEWIS_C2
220<tr><td>\f$C_3\f$ <td>m-1 <td>BRYAN_LEWIS_C3
221<tr><td>\f$C_4\f$ <td>m <td>BRYAN_LEWIS_C4
222</table>
223
224\subsection subsection_henyey Henyey IGW background mixing
225
226\cite harrison2008 choose a vertical background mixing with a latitudinal
227dependence based on \cite henyey1986. Specifically, theory predicts
228a minimum in mixing due to wave-wave interactions at the equator and
229observations support that theory. In this option, the surface background
230diffusivity is
231
232\f[
233 \kappa_s (\phi) = \max \left[ 10^{-7}, \kappa_0 \left| \frac{f}{f_{30}} \right|
234 \frac{ \cosh^{-1} (1/f) }{ \cosh^{-1} (1/f_{30})} \right] ,
235\f]
236
237where \f$f_{30}\f$ is the Coriolis frequency at \f$30^\circ\f$ latitude. The two-dimensional equation for
238the diffusivity is
239
240\f[
241 \kappa(\phi, z) = \kappa_s + \Gamma \mbox{atan} \left( \frac{H_t}{\delta_t} \right) +
242 \Gamma \mbox{atan} \left( \frac{z - H_t}{\delta_t} \right) ,
243\f]
244\f[
245 \Gamma = \frac{(\kappa_d - \kappa_s) }{\left[ 0.5 \pi + \mbox{atan} \left( \frac{H_t}{\delta_t} \right)
246 \right] },
247\f]
248
249where \f$H_t = 2500\, \mbox{m}\f$, \f$\delta_t = 222\, \mbox{m}\f$, and
250\f$\kappa_d\f$ is the deep ocean diffusivity of \f$10^{-4}\, \mbox{m}^2
251\, \mbox{s}^{-1}\f$. Note that this is the vertical structure described
252in \cite harrison2008, but that isn't what is in the MOM6 code. Instead, the surface
253value is propagated down, with the assumption that the tidal mixing parameterization
254will provide the deep mixing: \ref section_Internal_Tidal_Mixing.
255
256\subsection subsection_danabasoglu_back Danabasoglu background mixing
257
258The shape of the \cite danabasoglu2012 background mixing has a uniform background value, with a dip
259at the equator and a bump at \f$\pm 30^{\circ}\f$ degrees latitude. The form is shown in this figure
260
261\image html background_varying.png "Form of the vertically uniform background mixing in Danabasoglu [2012]. The values are symmetric about the equator."
262\imagelatex{background_varying.png,Form of the vertically uniform background mixing in \cite danabasoglu2012. The values are symmetric about the equator.,\includegraphics[width=\textwidth\,height=\textheight/2\,keepaspectratio=true]}
263
264Some parameters of this curve are set in the input file, some are hard-coded in calculate_bkgnd_mixing.
265
266\section section_Double_Diff Double Diffusion
267
268From \cite large1994, \cite griffies2015a, double-diffusive mixing
269can occur when the vertical gradient of density is stable but the
270vertical gradient of either salinity or temperature is unstable in its
271contribution to density. The key stratification parameter for double
272diffusive processes is
273
274\f[
275 R_\rho = \frac{\alpha}{\beta} \left( \frac{\partial \Theta / \partial z}{\partial S /
276 \partial z} \right) ,
277\f]
278
279where the thermal expansion coefficient is given by
280
281\f[
282 \alpha = - \frac{1}{\rho} \left( \frac{\partial \rho}{\partial \Theta} \right) ,
283\f]
284
285and the haline contraction coefficient is
286
287\f[
288 \beta = \frac{1}{\rho} \left( \frac{\partial \rho}{\partial S} \right) .
289\f]
290
291Note that the effects from double diffusive processes on viscosity are not well known and
292are ignored in MOM6.
293
294In MOM6, there are two choices for the implementation of double
295diffusion. The older DOUBLE_DIFFUSION option, with reference to an
296unknown tech report from NCAR, aims to match the scheme used in MOM4, an update on
297\cite large1994. The newer option is to call the routines from CVMix (USE_CVMIX_DDIFF).
298
299There are two regimes of double diffusive processes, salt fingering and diffusive
300convective, with differing parameterizations in the two regimes.
301
302\subsection subsection_salt_finger Salt fingering regime
303
304The salt fingering regime occurs when salinity is destabilizing the water column (salty,
305above fresh water) and when the stratification parameter \f$R_\rho\f$ is within a
306particular range:
307
308\f[
309 \frac{\partial S}{\partial z} > 0
310\f]
311\f[
312 1 < R_\rho < R_\rho^0.
313\f]
314
315The value of the cutoff \f$R_\rho\f$ is 1.9 in the old code, 2.55 in CVMix.
316
317The form of the diffusivity for both is
318
319\f{eqnarray}{
320 \kappa_d =& \kappa_d^0 \left[ 1 - \left( \frac{R_\rho - 1}{R_\rho^0 - 1} \right)
321 \right]^3 & \mbox{for } 1 < R_\rho < R_\rho^0 \\
322 \kappa_d =& 0 & \mbox{otherwise.}
323\f}
324
325The default values of \f$\kappa_d^0\f$ are
326
327\f{eqnarray}{
328 \kappa_d^0 =& 1 \times 10^{-4} & \mbox{for salinity and other tracers} \\
329 \kappa_d^0 =& 0.7 \times 10^{-4} & \mbox{for temperature.}
330\f}
331
332Note that the form in \cite large1994 is slightly different.
333
334\subsection subsection_diffusive_convective Diffusive convective regime
335
336Both implementations of the diffusive convective double diffusion have the same form
337(\cite large1994) and are active when
338
339\f[
340 \frac{\partial \Theta}{\partial z} < 0
341\f]
342\f[
343 0 < R_\rho < 1.
344\f]
345
346For temperature, the vertical diffusivity is given by
347
348\f[
349 \kappa_d = \nu_\mbox{molecular} \times 0.909 \exp \left( 4.6 \exp \left[ -.54
350 \left( R_\rho^{-1} - 1 \right) \right] \right) ,
351\f]
352
353where
354
355\f[
356 \nu_\mbox{molecular} = 1.5 \times 10^{-6} \mbox{m}^2 \mbox{s}^{-1}
357\f]
358
359is the molecular viscosity of water. Multiplying the diffusivity by the Prandtl number
360\f$Pr\f$
361
362\f{eqnarray}{
363 Pr = \left\{ \begin{matrix} (1.85 - 0.85 R_\rho^{-1} ) R_\rho & 0.5 \leq R_\rho < 1 \\
364 0.15 R_\rho & R_\rho < 0.5 , \end{matrix} \right.
365\f}
366
367gives the diffusivity for salinity and other tracers.
368
369\section section_Internal_Tidal_Mixing Internal Tidal Mixing
370
371Two parameterizations of vertical mixing due to internal tides are
372available with the option INT_TIDE_DISSIPATION. The first is that of
373\cite st_laurent2002 while the second is that of \cite polzin2009. Choose
374between them with the INT_TIDE_PROFILE option. There are other relevant
375parameters which can be seen in MOM_parameter_doc.all once the main tidal
376dissipation switch is turned on.
377
378\subsection subsection_st_laurent St Laurent et al.
379
380The estimated turbulent dissipation rate of
381internal tide energy \f$\epsilon\f$ is:
382
383\f[
384 \epsilon = \frac{q E(x,y)}{\rho} F(z).
385\f]
386
387where \f$\rho\f$ is the reference density of seawater, \f$E(x,y)\f$ is
388the energy flux per unit area transferred from barotropic to baroclinic
389tides, \f$q\f$ is the fraction of the internal-tide energy dissipated
390locally, and \f$F(z)\f$ is the vertical structure of the dissipation.
391This \f$q\f$ is estimated to be roughly 0.3 based on observations. The
392term \f$E(x,y)\f$ is given by \cite st_laurent2002 as:
393
394\f[
395 E(x,y) \simeq \frac{1}{2} \rho N_b \kappa h^2 \langle U^2 \rangle
396\f]
397
398where \f$\rho\f$ is the reference density of seawater, \f$N_b\f$ is
399the buoyancy frequency along the seafloor, and \f$(\kappa, h)\f$ are
400the wavenumber and amplitude scales for the topographic roughness, and
401\f$\langle U^2 \rangle\f$ is the barotropic tide variance. It is assumed
402that the model will read in topographic roughness squared \f$h^2\f$
403from a file (the variable must be named "h2").
404
405To convert from energy dissipation to vertical diffusion \f$K_d\f$,
406the simple estimate is:
407
408\f[
409 K_d \approx \frac{\Gamma q E(x,y) F(z)}{\rho N^2}
410\f]
411
412where \f$\Gamma\f$ is the mixing efficiency, generally set to 0.2
413and \f$F(z)\f$ is a vertical structure function with exponential decay
414from the bottom:
415
416\f[
417 F(z) = \frac{e^{-(H+z)/\zeta}}{\zeta (1 - e^{H/\zeta}}.
418\f]
419
420Here, \f$\zeta\f$ is a vertical decay scale with a default of 500 meters.
421One change in MOM6 from the St. Laurent scheme is to use this form of \f$\Gamma\f$:
422
423\f[
424 \Gamma = 0.2 \frac{N^2}{N^2 + \Omega^2}
425\f]
426
427instead of \f$\Gamma = 0.2\f$, where \f$\Omega\f$ is the angular velocity
428of the Earth. This allows the buoyancy fluxes to tend to zero in regions
429of very weak stratification, allowing a no-flux bottom boundary condition
430to be satisfied.
431
432\subsection subsection_polzin Polzin
433
434The vertical diffusion profile of \cite polzin2009 is a WKB-stretched
435algebraic decay profile. It is based on a radiation balance equation,
436which links the dissipation profile associated with internal breaking to
437the finescale internal wave shear producing that dissipation. The vertical
438profile of internal-tide driven energy dissipation can then vary in time
439and space, and evolve in a changing climate (\cite melet2012). \cite melet2012
440describes how the Polzin scheme is implemented in MOM6,
441copied here.
442
443The parameterization of \cite polzin2009 links the energy dissipation
444profile to the finescale internal wave shear producing that
445dissipation, using an idealized vertical wavenumber energy spectrum
446to identify analytic solutions to a radiation balance equation
447(\cite polzin2004). These solutions yield a dissipation profile
448\f$\epsilon(z)\f$:
449
450\f[
451 \epsilon = \frac{\epsilon_0}{[1 + (z/z_p)]^2},
452\f]
453
454where the magnitude \f$\epsilon_0\f$ and scale height \f$z_p\f$ can be expressed in terms of the
455spectral amplitude and bandwidth of the idealized vertical wavenumber energy spectrum in uniform
456stratification (\cite polzin2009).
457
458To take into account the nonuniform stratification, \cite polzin2009 applied a buoyancy scaling
459using the Wentzel-Kramers-Brillouin (WKB) approximation. As a result, the vertical wavenumber of a
460wave packet varies in proportion to the buoyancy frequency \f$N\f$, which in turn implies an
461additional transport of energy to smaller scales, and thus a possible enhanced mixing in regions of
462strong stratification. Such effects can be described by buoyancy scaling the vertical coordinate
463\f$z\f$ as
464
465\f[
466 z^{\ast}(z) = \int_{0}^{z} \left[ \frac{N^2 (z^\prime )}{N_b^2} \right] dz^{\prime} ,
467\f]
468
469with \f$z^\prime\f$ being positive upward relative to the bottom of the ocean. The turbulent
470dissipation rate then becomes
471
472\f[
473 \epsilon = \frac{\epsilon_0}{[1 + (z^{\ast} /z_p)]^2} \frac{N^2(z)}{N_b^2} .
474\f]
475
476The spectral amplitude and bandwidth of the idealized vertical wavenumber
477energy spectrum are identified after WKB scaling using a quasi-linear
478spectral model of internal-tide generation that incorporates horizontal
479advection of the barotropic tide into the momentum equation (\cite bell1975).
480As a result, Polzin's formulation leads to an expression for
481the spatially and temporally varying dissipation of internal tide energy
482at the bottom \f$\epsilon_0\f$, and the vertical scale of decay for the
483dissipation of internal tide energy \f$z_p\f$.
484
485\subsubsection subsection_energy_conserving Energy-conserving form
486
487To satisfy energy conservation (the integral of the vertical structure for the turbulent dissipation
488over depth should be unity), the dissipation is rewritten as
489
490\f[
491 \epsilon = \frac{\epsilon_0 z_p}{1 + (z^\ast/z_p)]^2} \frac{N^2(z)}{N^2_b} \left[
492 \frac{1}{z^{\ast(z=H)}} + \frac{1}{z_p} \right] .
493\f]
494
495In the MOM6 implementation, we use the \cite st_laurent2002 template for the vertical flux of energy
496at the ocean floor, so that in both formulations:
497
498\f[
499 \int_{0}^{H} \epsilon (z) dz = \frac{qE}{\rho} .
500\f]
501
502Whereas \cite polzin2009 assumed that the total dissipation was locally in balance with the
503barotropic to baroclinic energy conversion rate \f$(q=1)\f$, here we use the \cite simmons2004 value
504of \f$q=1/3\f$ to retain as much consistency as possible between both parameterizations.
505
506\subsubsection subsection_vertical_decay_scale Vertical decay-scale reformulation
507
508We follow the \cite polzin2009 prescription for the vertical scale of
509decay for the dissipation of internal-tide energy. However, we assume
510that the topographic power law, denoted as \f$\nu\f$ in \cite polzin2009,
511is equal to 1 (instead of 0.9) and we reformulated the expression of
512\f$z_p\f$ to put it in a more readable form:
513
514\f[
515 z_p = \frac{z_p^\mbox{ref} (\kappa^\mbox{ref})^2 (h^\mbox{ref})^2 (N_b^\mbox{ref})^3} {U^\mbox{ref}}
516 \frac{U}{h^2 \kappa^2 N_b^3} .
517\f]
518
519The superscript ref refers to reference values of the various parameters, as given by
520observations from the Brazil basin. Therefore, the above can be rewritten as
521
522\f[
523 z_p = \mu (N_b^\mbox{ref} )^2
524 \frac{U}{h^2 \kappa^2 N_b^3} .
525\f]
526
527where \f$\mu\f$ is a nondimensional constant \f$(\mu = 0.06970)\f$ and \f$N_b^\mbox{ref} = 9.6 \times
52810^{-4} s^{-1}\f$. Finally, a minimum decay scale of \f$z_p = 100 m\f$ is imposed in our
529implementation.
530
531\subsubsection subsection_reformulation_WKB Reformulation of the WKB scaling
532
533Since the dissipation is expressed as a function of the ratio \f$z^\ast / z_p\f$, a different WKB
534scaling can be used so long as we modify \f$z_p\f$ accordingly. In the implemented parameterization,
535we define the scaled height coordinate \f$z^\ast\f$ by
536
537\f[
538 z^\ast (z) = \frac{1}{\overline{N^2 (z)}^z} \int_{0}^{z} N^2(z^\prime ) dz ^\prime ,
539\f]
540
541with \f$z^\prime\f$ defined to be the height above the ocean bottom. By normalizing \f$N^2\f$ by its
542vertical mean \f$\overline{N^2}^z\f$, \f$z^\ast\f$ ranges from \f$0\f$ to \f$H\f$, the depth of the
543ocean.
544
545The WKB-scaled vertical decay scale for the Polzin formulation becomes
546
547\f[
548 z^\ast_p = \mu(N_b^\mbox{ref})^2 \frac{U}{h^2 \kappa^2 N_b \overline{N^2}^z} .
549\f]
550
551Unlike the \cite st_laurent2002 parameterization, the vertical decay scale now depends on physical
552variables and can evolve with a changing climate.
553
554Finally, the Polzin vertical profile of dissipation implemented in the model is given by
555
556\f[
557 \epsilon = \frac{qE(x,y)}{\rho [1 + (z^\ast/z_p^\ast)]^2} \frac{N^2(z)}{\overline{N^2}^z}
558 \left( \frac{1}{H} + \frac{1}{z_p^\ast} \right) .
559\f]
560
561In both parameterizations, turbulent diapycnal diffusivities are inferred from the dissipation
562\f$\epsilon\f$ by:
563
564\f[
565 K_d = \frac{\Gamma \epsilon}{N^2}
566\f]
567
568and using this form of \f$\Gamma\f$:
569
570\f[
571 \Gamma = 0.2 \frac{N^2}{N^2 + \Omega^2}
572\f]
573
574instead of \f$\Gamma = 0.2\f$, where \f$\Omega\f$ is the angular velocity
575of the Earth. This allows the buoyancy fluxes to tend to zero in regions
576of very weak stratification, allowing a no-flux bottom boundary condition
577to be satisfied.
578
579\subsection subsection_Lee_waves Nikurashin Lee Wave Mixing
580
581If one has the INT_TIDE_DISSIPATION flag on, there is an option to also turn on
582LEE_WAVE_DISSIPATION. The theory is presented in \cite nikurashin2010a
583while the application of it is presented in \cite nikurashin2010b. For
584the implementation in MOM6, it is required that you provide an estimate
585of the TKE loss due to the Lee waves which is then applied with either
586the St. Laurent or the Polzin vertical profile.
587
588\todo Is there a script to produce this somewhere or what???
589
590*/