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NEMO/trunk/doc/latex/NEMO/subfiles/chap_model_basics.tex
r10406 r10414 1 \documentclass[../tex_main/NEMO_manual]{subfiles} 1 \documentclass[../main/NEMO_manual]{subfiles} 2 2 3 \begin{document} 3 4 % ================================================================ 4 % Chapter 1 ÑModel Basics5 % Chapter 1 Model Basics 5 6 % ================================================================ 6 7 7 8 \chapter{Model Basics} 8 9 \label{chap:PE} 10 9 11 \minitoc 10 12 11 13 \newpage 12 $\ $\newline % force a new ligne13 14 14 15 % ================================================================ … … 62 63 (namely the momentum balance, the hydrostatic equilibrium, the incompressibility equation, 63 64 the heat and salt conservation equations and an equation of state): 64 \begin{subequations} \label{eq:PE} 65 \begin{equation} \label{eq:PE_dyn} 66 \frac{\partial {\rm {\bf U}}_h }{\partial t}= 67 -\left[ {\left( {\nabla \times {\rm {\bf U}}} \right)\times {\rm {\bf U}} 68 +\frac{1}{2}\nabla \left( {{\rm {\bf U}}^2} \right)} \right]_h 69 -f\;{\rm {\bf k}}\times {\rm {\bf U}}_h 70 -\frac{1}{\rho_o }\nabla _h p + {\rm {\bf D}}^{\rm {\bf U}} + {\rm {\bf F}}^{\rm {\bf U}} 65 \begin{subequations} 66 \label{eq:PE} 67 \begin{equation} 68 \label{eq:PE_dyn} 69 \frac{\partial {\rm {\bf U}}_h }{\partial t}= 70 -\left[ {\left( {\nabla \times {\rm {\bf U}}} \right)\times {\rm {\bf U}} 71 +\frac{1}{2}\nabla \left( {{\rm {\bf U}}^2} \right)} \right]_h 72 -f\;{\rm {\bf k}}\times {\rm {\bf U}}_h 73 -\frac{1}{\rho_o }\nabla _h p + {\rm {\bf D}}^{\rm {\bf U}} + {\rm {\bf F}}^{\rm {\bf U}} 71 74 \end{equation} 72 \begin{equation} \label{eq:PE_hydrostatic} 73 \frac{\partial p }{\partial z} = - \rho \ g 75 \begin{equation} 76 \label{eq:PE_hydrostatic} 77 \frac{\partial p }{\partial z} = - \rho \ g 74 78 \end{equation} 75 \begin{equation} \label{eq:PE_continuity} 76 \nabla \cdot {\bf U}= 0 79 \begin{equation} 80 \label{eq:PE_continuity} 81 \nabla \cdot {\bf U}= 0 77 82 \end{equation} 78 \begin{equation} \label{eq:PE_tra_T} 79 \frac{\partial T}{\partial t} = - \nabla \cdot \left( T \ \rm{\bf U} \right) + D^T + F^T 83 \begin{equation} 84 \label{eq:PE_tra_T} 85 \frac{\partial T}{\partial t} = - \nabla \cdot \left( T \ \rm{\bf U} \right) + D^T + F^T 80 86 \end{equation} 81 \begin{equation} \label{eq:PE_tra_S} 82 \frac{\partial S}{\partial t} = - \nabla \cdot \left( S \ \rm{\bf U} \right) + D^S + F^S 87 \begin{equation} 88 \label{eq:PE_tra_S} 89 \frac{\partial S}{\partial t} = - \nabla \cdot \left( S \ \rm{\bf U} \right) + D^S + F^S 83 90 \end{equation} 84 \begin{equation} \label{eq:PE_eos} 85 \rho = \rho \left( T,S,p \right) 91 \begin{equation} 92 \label{eq:PE_eos} 93 \rho = \rho \left( T,S,p \right) 86 94 \end{equation} 87 95 \end{subequations} … … 140 148 \item[Solid earth - ocean interface:] 141 149 heat and salt fluxes through the sea floor are small, except in special areas of little extent. 142 They are usually neglected in the model \footnote{ 150 They are usually neglected in the model 151 \footnote{ 143 152 In fact, it has been shown that the heat flux associated with the solid Earth cooling 144 153 ($i.e.$the geothermal heating) is not negligible for the thermohaline circulation of the world ocean … … 150 159 the bottom velocity is parallel to solid boundaries). This kinematic boundary condition 151 160 can be expressed as: 152 \begin{equation} \label{eq:PE_w_bbc} 161 \begin{equation} 162 \label{eq:PE_w_bbc} 153 163 w = -{\rm {\bf U}}_h \cdot \nabla _h \left( H \right) 154 164 \end{equation} … … 162 172 the kinematic surface condition plus the mass flux of fresh water PE (the precipitation minus evaporation budget) 163 173 leads to: 164 \begin{equation} \label{eq:PE_w_sbc} 174 \[ 175 % \label{eq:PE_w_sbc} 165 176 w = \frac{\partial \eta }{\partial t} 166 177 + \left. {{\rm {\bf U}}_h } \right|_{z=\eta } \cdot \nabla _h \left( \eta \right) 167 178 + P-E 168 \ end{equation}179 \] 169 180 The dynamic boundary condition, neglecting the surface tension (which removes capillary waves from the system) 170 181 leads to the continuity of pressure across the interface $z=\eta$. … … 179 190 180 191 %\newpage 181 %$\ $\newline % force a new ligne182 192 183 193 % ================================================================ … … 199 209 assuming that pressure in decibars can be approximated by depth in meters in (\autoref{eq:PE_eos}). 200 210 The hydrostatic pressure is then given by: 201 \begin{equation} \label{eq:PE_pressure} 202 p_h \left( {i,j,z,t} \right) 203 = \int_{\varsigma =z}^{\varsigma =0} {g\;\rho \left( {T,S,\varsigma} \right)\;d\varsigma } 204 \end{equation} 211 \[ 212 % \label{eq:PE_pressure} 213 p_h \left( {i,j,z,t} \right) 214 = \int_{\varsigma =z}^{\varsigma =0} {g\;\rho \left( {T,S,\varsigma} \right)\;d\varsigma } 215 \] 205 216 Two strategies can be considered for the surface pressure term: 206 217 $(a)$ introduce of a new variable $\eta$, the free-surface elevation, … … 231 242 This variable is solution of a prognostic equation which is established by forming the vertical average of 232 243 the kinematic surface condition (\autoref{eq:PE_w_bbc}): 233 \begin{equation} \label{eq:PE_ssh} 234 \frac{\partial \eta }{\partial t}=-D+P-E 235 \quad \text{where} \ 236 D=\nabla \cdot \left[ {\left( {H+\eta } \right) \; {\rm{\bf \overline{U}}}_h \,} \right] 244 \begin{equation} 245 \label{eq:PE_ssh} 246 \frac{\partial \eta }{\partial t}=-D+P-E 247 \quad \text{where} \ 248 D=\nabla \cdot \left[ {\left( {H+\eta } \right) \; {\rm{\bf \overline{U}}}_h \,} \right] 237 249 \end{equation} 238 250 and using (\autoref{eq:PE_hydrostatic}) the surface pressure is given by: $p_s = \rho \, g \, \eta$. … … 275 287 276 288 %\newpage 277 %$\ $\newline % force a new line278 289 279 290 % ================================================================ … … 318 329 The local deformation of the curvilinear coordinate system is given by $e_1$, $e_2$ and $e_3$, 319 330 the three scale factors: 320 \begin{equation} \label{eq:scale_factors} 331 \begin{equation} 332 \label{eq:scale_factors} 321 333 \begin{aligned} 322 334 e_1 &=\left( {a+z} \right)\;\left[ {\left( {\frac{\partial \lambda}{\partial i}\cos \varphi } \right)^2 … … 346 358 (\autoref{eq:PE_dyn} to \autoref{eq:PE_eos}) can be written in the tensorial form, 347 359 invariant in any orthogonal horizontal curvilinear coordinate system transformation: 348 \begin{subequations} \label{eq:PE_discrete_operators} 349 \begin{equation} \label{eq:PE_grad} 350 \nabla q=\frac{1}{e_1 }\frac{\partial q}{\partial i}\;{\rm {\bf 351 i}}+\frac{1}{e_2 }\frac{\partial q}{\partial j}\;{\rm {\bf j}}+\frac{1}{e_3 352 }\frac{\partial q}{\partial k}\;{\rm {\bf k}} \\ 353 \end{equation} 354 \begin{equation} \label{eq:PE_div} 355 \nabla \cdot {\rm {\bf A}} 356 = \frac{1}{e_1 \; e_2} \left[ 357 \frac{\partial \left(e_2 \; a_1\right)}{\partial i } 358 +\frac{\partial \left(e_1 \; a_2\right)}{\partial j } \right] 359 + \frac{1}{e_3} \left[ \frac{\partial a_3}{\partial k } \right] 360 \end{equation} 361 \begin{equation} \label{eq:PE_curl} 362 \begin{split} 363 \nabla \times \vect{A} = 364 \left[ {\frac{1}{e_2 }\frac{\partial a_3}{\partial j} 365 -\frac{1}{e_3 }\frac{\partial a_2 }{\partial k}} \right] \; \vect{i} 366 &+\left[ {\frac{1}{e_3 }\frac{\partial a_1 }{\partial k} 367 -\frac{1}{e_1 }\frac{\partial a_3 }{\partial i}} \right] \; \vect{j} \\ 368 &+\frac{1}{e_1 e_2 } \left[ {\frac{\partial \left( {e_2 a_2 } \right)}{\partial i} 369 -\frac{\partial \left( {e_1 a_1 } \right)}{\partial j}} \right] \; \vect{k} 370 \end{split} 371 \end{equation} 372 \begin{equation} \label{eq:PE_lap} 373 \Delta q = \nabla \cdot \left( \nabla q \right) 374 \end{equation} 375 \begin{equation} \label{eq:PE_lap_vector} 376 \Delta {\rm {\bf A}} = 377 \nabla \left( \nabla \cdot {\rm {\bf A}} \right) 378 - \nabla \times \left( \nabla \times {\rm {\bf A}} \right) 379 \end{equation} 360 \begin{subequations} 361 % \label{eq:PE_discrete_operators} 362 \begin{equation} 363 \label{eq:PE_grad} 364 \nabla q=\frac{1}{e_1 }\frac{\partial q}{\partial i}\;{\rm {\bf 365 i}}+\frac{1}{e_2 }\frac{\partial q}{\partial j}\;{\rm {\bf j}}+\frac{1}{e_3 366 }\frac{\partial q}{\partial k}\;{\rm {\bf k}} \\ 367 \end{equation} 368 \begin{equation} 369 \label{eq:PE_div} 370 \nabla \cdot {\rm {\bf A}} 371 = \frac{1}{e_1 \; e_2} \left[ 372 \frac{\partial \left(e_2 \; a_1\right)}{\partial i } 373 +\frac{\partial \left(e_1 \; a_2\right)}{\partial j } \right] 374 + \frac{1}{e_3} \left[ \frac{\partial a_3}{\partial k } \right] 375 \end{equation} 376 \begin{equation} 377 \label{eq:PE_curl} 378 \begin{split} 379 \nabla \times \vect{A} = 380 \left[ {\frac{1}{e_2 }\frac{\partial a_3}{\partial j} 381 -\frac{1}{e_3 }\frac{\partial a_2 }{\partial k}} \right] \; \vect{i} 382 &+\left[ {\frac{1}{e_3 }\frac{\partial a_1 }{\partial k} 383 -\frac{1}{e_1 }\frac{\partial a_3 }{\partial i}} \right] \; \vect{j} \\ 384 &+\frac{1}{e_1 e_2 } \left[ {\frac{\partial \left( {e_2 a_2 } \right)}{\partial i} 385 -\frac{\partial \left( {e_1 a_1 } \right)}{\partial j}} \right] \; \vect{k} 386 \end{split} 387 \end{equation} 388 \begin{equation} 389 \label{eq:PE_lap} 390 \Delta q = \nabla \cdot \left( \nabla q \right) 391 \end{equation} 392 \begin{equation} 393 \label{eq:PE_lap_vector} 394 \Delta {\rm {\bf A}} = 395 \nabla \left( \nabla \cdot {\rm {\bf A}} \right) 396 - \nabla \times \left( \nabla \times {\rm {\bf A}} \right) 397 \end{equation} 380 398 \end{subequations} 381 399 where $q$ is a scalar quantity and ${\rm {\bf A}}=(a_1,a_2,a_3)$ a vector in the $(i,j,k)$ coordinate system. … … 392 410 Let us set $\vect U=(u,v,w)={\vect{U}}_h +w\;\vect{k}$, the velocity in the $(i,j,k)$ coordinate system and 393 411 define the relative vorticity $\zeta$ and the divergence of the horizontal velocity field $\chi$, by: 394 \begin{equation} \label{eq:PE_curl_Uh} 395 \zeta =\frac{1}{e_1 e_2 }\left[ {\frac{\partial \left( {e_2 \,v} 396 \right)}{\partial i}-\frac{\partial \left( {e_1 \,u} \right)}{\partial j}} 397 \right] 412 \begin{equation} 413 \label{eq:PE_curl_Uh} 414 \zeta =\frac{1}{e_1 e_2 }\left[ {\frac{\partial \left( {e_2 \,v} 415 \right)}{\partial i}-\frac{\partial \left( {e_1 \,u} \right)}{\partial j}} 416 \right] 398 417 \end{equation} 399 \begin{equation} \label{eq:PE_div_Uh} 400 \chi =\frac{1}{e_1 e_2 }\left[ {\frac{\partial \left( {e_2 \,u} 401 \right)}{\partial i}+\frac{\partial \left( {e_1 \,v} \right)}{\partial j}} 402 \right] 418 \begin{equation} 419 \label{eq:PE_div_Uh} 420 \chi =\frac{1}{e_1 e_2 }\left[ {\frac{\partial \left( {e_2 \,u} 421 \right)}{\partial i}+\frac{\partial \left( {e_1 \,v} \right)}{\partial j}} 422 \right] 403 423 \end{equation} 404 424 … … 407 427 the nonlinear term of \autoref{eq:PE_dyn} can be transformed as follows: 408 428 \begin{flalign*} 409 &\left[ {\left( { \nabla \times {\rm {\bf U}} } \right) \times {\rm {\bf U}}410 +\frac{1}{2} \nabla \left( {{\rm {\bf U}}^2} \right)} \right]_h &429 &\left[ {\left( { \nabla \times {\rm {\bf U}} } \right) \times {\rm {\bf U}} 430 +\frac{1}{2} \nabla \left( {{\rm {\bf U}}^2} \right)} \right]_h & 411 431 \end{flalign*} 412 432 \begin{flalign*} 413 &\qquad=\left( {{\begin{array}{*{20}c} 414 {\left[ { \frac{1}{e_3} \frac{\partial u }{\partial k} 415 -\frac{1}{e_1} \frac{\partial w }{\partial i} } \right] w - \zeta \; v } \\ 416 {\zeta \; u - \left[ { \frac{1}{e_2} \frac{\partial w}{\partial j} 417 -\frac{1}{e_3} \frac{\partial v}{\partial k} } \right] \ w} \\ 418 \end{array} }} \right) 419 +\frac{1}{2} \left( {{\begin{array}{*{20}c} 420 { \frac{1}{e_1} \frac{\partial \left( u^2+v^2+w^2 \right)}{\partial i}} \hfill \\ 421 { \frac{1}{e_2} \frac{\partial \left( u^2+v^2+w^2 \right)}{\partial j}} \hfill \\ 422 \end{array} }} \right) & 433 &\qquad=\left( {{ 434 \begin{array}{*{20}c} 435 {\left[ { \frac{1}{e_3} \frac{\partial u }{\partial k} 436 -\frac{1}{e_1} \frac{\partial w }{\partial i} } \right] w - \zeta \; v } \\ 437 {\zeta \; u - \left[ { \frac{1}{e_2} \frac{\partial w}{\partial j} 438 -\frac{1}{e_3} \frac{\partial v}{\partial k} } \right] \ w} \\ 439 \end{array} 440 }} \right) 441 +\frac{1}{2} \left( {{ 442 \begin{array}{*{20}c} 443 { \frac{1}{e_1} \frac{\partial \left( u^2+v^2+w^2 \right)}{\partial i}} \hfill \\ 444 { \frac{1}{e_2} \frac{\partial \left( u^2+v^2+w^2 \right)}{\partial j}} \hfill \\ 445 \end{array} 446 }} \right) & 423 447 \end{flalign*} 424 448 \begin{flalign*} 425 & \qquad =\left( {{ \begin{array}{*{20}c} 426 {-\zeta \; v} \hfill \\ 427 { \zeta \; u} \hfill \\ 428 \end{array} }} \right) 429 +\frac{1}{2}\left( {{ \begin{array}{*{20}c} 430 {\frac{1}{e_1 }\frac{\partial \left( {u^2+v^2} \right)}{\partial i}} \hfill \\ 431 {\frac{1}{e_2 }\frac{\partial \left( {u^2+v^2} \right)}{\partial j}} \hfill \\ 432 \end{array} }} \right) 433 +\frac{1}{e_3 }\left( {{ \begin{array}{*{20}c} 434 { w \; \frac{\partial u}{\partial k}} \\ 435 { w \; \frac{\partial v}{\partial k}} \\ 436 \end{array} }} \right) 437 -\left( {{ \begin{array}{*{20}c} 438 {\frac{w}{e_1}\frac{\partial w}{\partial i} 439 -\frac{1}{2e_1}\frac{\partial w^2}{\partial i}} \hfill \\ 440 {\frac{w}{e_2}\frac{\partial w}{\partial j} 441 -\frac{1}{2e_2}\frac{\partial w^2}{\partial j}} \hfill \\ 442 \end{array} }} \right) & 449 & \qquad =\left( {{ 450 \begin{array}{*{20}c} 451 {-\zeta \; v} \hfill \\ 452 { \zeta \; u} \hfill \\ 453 \end{array} 454 }} \right) 455 +\frac{1}{2}\left( {{ 456 \begin{array}{*{20}c} 457 {\frac{1}{e_1 }\frac{\partial \left( {u^2+v^2} \right)}{\partial i}} \hfill \\ 458 {\frac{1}{e_2 }\frac{\partial \left( {u^2+v^2} \right)}{\partial j}} \hfill \\ 459 \end{array} 460 }} \right) 461 +\frac{1}{e_3 }\left( {{ 462 \begin{array}{*{20}c} 463 { w \; \frac{\partial u}{\partial k}} \\ 464 { w \; \frac{\partial v}{\partial k}} \\ 465 \end{array} 466 }} \right) 467 -\left( {{ 468 \begin{array}{*{20}c} 469 {\frac{w}{e_1}\frac{\partial w}{\partial i} -\frac{1}{2e_1}\frac{\partial w^2}{\partial i}} \hfill \\ 470 {\frac{w}{e_2}\frac{\partial w}{\partial j} -\frac{1}{2e_2}\frac{\partial w^2}{\partial j}} \hfill \\ 471 \end{array} 472 }} \right) & 443 473 \end{flalign*} 444 474 445 475 The last term of the right hand side is obviously zero, and thus the nonlinear term of 446 476 \autoref{eq:PE_dyn} is written in the $(i,j,k)$ coordinate system: 447 \begin{equation} \label{eq:PE_vector_form} 448 \left[ {\left( { \nabla \times {\rm {\bf U}} } \right) \times {\rm {\bf U}} 449 +\frac{1}{2} \nabla \left( {{\rm {\bf U}}^2} \right)} \right]_h 450 =\zeta 451 \;{\rm {\bf k}}\times {\rm {\bf U}}_h +\frac{1}{2}\nabla _h \left( {{\rm 452 {\bf U}}_h^2 } \right)+\frac{1}{e_3 }w\frac{\partial {\rm {\bf U}}_h 453 }{\partial k} 477 \begin{equation} 478 \label{eq:PE_vector_form} 479 \left[ {\left( { \nabla \times {\rm {\bf U}} } \right) \times {\rm {\bf U}} 480 +\frac{1}{2} \nabla \left( {{\rm {\bf U}}^2} \right)} \right]_h 481 =\zeta 482 \;{\rm {\bf k}}\times {\rm {\bf U}}_h +\frac{1}{2}\nabla _h \left( {{\rm 483 {\bf U}}_h^2 } \right)+\frac{1}{e_3 }w\frac{\partial {\rm {\bf U}}_h 484 }{\partial k} 454 485 \end{equation} 455 486 … … 459 490 For example, the first component of \autoref{eq:PE_vector_form} (the $i$-component) is transformed as follows: 460 491 \begin{flalign*} 461 &{ \begin{array}{*{20}l} 462 \left[ {\left( {\nabla \times \vect{U}} \right)\times \vect{U} 463 +\frac{1}{2}\nabla \left( {\vect{U}}^2 \right)} \right]_i % \\ 464 %\\ 465 = - \zeta \;v 466 + \frac{1}{2\;e_1 } \frac{\partial \left( {u^2+v^2} \right)}{\partial i} 467 + \frac{1}{e_3}w \ \frac{\partial u}{\partial k} \\ 468 \\ 469 \qquad =\frac{1}{e_1 \; e_2} \left( -v\frac{\partial \left( {e_2 \,v} \right)}{\partial i} 470 +v\frac{\partial \left( {e_1 \,u} \right)}{\partial j} \right) 471 +\frac{1}{e_1 e_2 }\left( +e_2 \; u\frac{\partial u}{\partial i} 472 +e_2 \; v\frac{\partial v}{\partial i} \right) 473 +\frac{1}{e_3} \left( w\;\frac{\partial u}{\partial k} \right) \\ 474 \end{array} } & 492 &{ 493 \begin{array}{*{20}l} 494 \left[ {\left( {\nabla \times \vect{U}} \right)\times \vect{U} 495 +\frac{1}{2}\nabla \left( {\vect{U}}^2 \right)} \right]_i % \\ 496 % \\ 497 = - \zeta \;v 498 + \frac{1}{2\;e_1 } \frac{\partial \left( {u^2+v^2} \right)}{\partial i} 499 + \frac{1}{e_3}w \ \frac{\partial u}{\partial k} \\ \\ 500 \qquad =\frac{1}{e_1 \; e_2} \left( -v\frac{\partial \left( {e_2 \,v} \right)}{\partial i} 501 +v\frac{\partial \left( {e_1 \,u} \right)}{\partial j} \right) 502 +\frac{1}{e_1 e_2 }\left( +e_2 \; u\frac{\partial u}{\partial i} 503 +e_2 \; v\frac{\partial v}{\partial i} \right) 504 +\frac{1}{e_3} \left( w\;\frac{\partial u}{\partial k} \right) \\ 505 \end{array} 506 } & 475 507 \end{flalign*} 476 508 \begin{flalign*} 477 &{ \begin{array}{*{20}l} 478 \qquad =\frac{1}{e_1 \; e_2} \left\{ 479 -\left( v^2 \frac{\partial e_2 }{\partial i} 509 &{ 510 \begin{array}{*{20}l} 511 \qquad =\frac{1}{e_1 \; e_2} \left\{ 512 -\left( v^2 \frac{\partial e_2 }{\partial i} 480 513 +e_2 \,v \frac{\partial v }{\partial i} \right) 481 +\left( \frac{\partial \left( {e_1 \,u\,v} \right)}{\partial j}482 -e_1 \,u \frac{\partial v }{\partial j} \right) \right. 483 \\\left. \qquad \qquad \quad484 +\left( \frac{\partial \left( {e_2 u\,u} \right)}{\partial i}514 +\left( \frac{\partial \left( {e_1 \,u\,v} \right)}{\partial j} 515 -e_1 \,u \frac{\partial v }{\partial j} \right) \right. \\ 516 \left. \qquad \qquad \quad 517 +\left( \frac{\partial \left( {e_2 u\,u} \right)}{\partial i} 485 518 -u \frac{\partial \left( {e_2 u} \right)}{\partial i} \right) 486 +e_2 v \frac{\partial v }{\partial i} 487 \right\} 488 +\frac{1}{e_3} \left( 489 \frac{\partial \left( {w\,u} \right) }{\partial k} 490 -u \frac{\partial w }{\partial k} \right) \\ 491 \end{array} } & 519 +e_2 v \frac{\partial v }{\partial i} 520 \right\} 521 +\frac{1}{e_3} \left( 522 \frac{\partial \left( {w\,u} \right) }{\partial k} 523 -u \frac{\partial w }{\partial k} \right) \\ 524 \end{array} 525 } & 492 526 \end{flalign*} 493 527 \begin{flalign*} 494 &{ \begin{array}{*{20}l} 495 \qquad =\frac{1}{e_1 \; e_2} \left( 496 \frac{\partial \left( {e_2 \,u\,u} \right)}{\partial i} 528 & 529 { 530 \begin{array}{*{20}l} 531 \qquad =\frac{1}{e_1 \; e_2} \left( 532 \frac{\partial \left( {e_2 \,u\,u} \right)}{\partial i} 497 533 + \frac{\partial \left( {e_1 \,u\,v} \right)}{\partial j} \right) 498 +\frac{1}{e_3 } \frac{\partial \left( {w\,u } \right)}{\partial k} 499 \\\qquad \qquad \quad500 +\frac{1}{e_1 e_2 } \left( 534 +\frac{1}{e_3 } \frac{\partial \left( {w\,u } \right)}{\partial k} \\ 535 \qquad \qquad \quad 536 +\frac{1}{e_1 e_2 } \left( 501 537 -u \left( \frac{\partial \left( {e_1 v } \right)}{\partial j} 502 538 -v\,\frac{\partial e_1 }{\partial j} \right) 503 539 -u \frac{\partial \left( {e_2 u } \right)}{\partial i} 504 \right) 505 -\frac{1}{e_3 } \frac{\partial w}{\partial k} u 506 +\frac{1}{e_1 e_2 }\left( -v^2\frac{\partial e_2 }{\partial i} \right) 507 \end{array} } & 540 \right) 541 -\frac{1}{e_3 } \frac{\partial w}{\partial k} u 542 +\frac{1}{e_1 e_2 }\left( -v^2\frac{\partial e_2 }{\partial i} \right) 543 \end{array} 544 } & 508 545 \end{flalign*} 509 546 \begin{flalign*} 510 &{ \begin{array}{*{20}l} 511 \qquad = \nabla \cdot \left( {{\rm {\bf U}}\,u} \right) 512 - \left( \nabla \cdot {\rm {\bf U}} \right) \ u 513 +\frac{1}{e_1 e_2 }\left( 547 &{ 548 \begin{array}{*{20}l} 549 \qquad = \nabla \cdot \left( {{\rm {\bf U}}\,u} \right) 550 - \left( \nabla \cdot {\rm {\bf U}} \right) \ u 551 +\frac{1}{e_1 e_2 }\left( 514 552 -v^2 \frac{\partial e_2 }{\partial i} 515 553 +uv \, \frac{\partial e_1 }{\partial j} \right) \\ 516 \end{array} } & 554 \end{array} 555 } & 517 556 \end{flalign*} 518 557 as $\nabla \cdot {\rm {\bf U}}\;=0$ (incompressibility) it comes: 519 558 \begin{flalign*} 520 &{ \begin{array}{*{20}l} 521 \qquad = \nabla \cdot \left( {{\rm {\bf U}}\,u} \right) 522 + \frac{1}{e_1 e_2 } \left( v \; \frac{\partial e_2}{\partial i} 523 -u \; \frac{\partial e_1}{\partial j} \right) \left( -v \right) 524 \end{array} } & 559 &{ 560 \begin{array}{*{20}l} 561 \qquad = \nabla \cdot \left( {{\rm {\bf U}}\,u} \right) 562 + \frac{1}{e_1 e_2 } \left( v \; \frac{\partial e_2}{\partial i} 563 -u \; \frac{\partial e_1}{\partial j} \right) \left( -v \right) 564 \end{array} 565 } & 525 566 \end{flalign*} 526 567 527 568 The flux form of the momentum advection term is therefore given by: 528 \begin{multline} \label{eq:PE_flux_form} 529 \left[ 530 \left( {\nabla \times {\rm {\bf U}}} \right) \times {\rm {\bf U}} 531 +\frac{1}{2} \nabla \left( {{\rm {\bf U}}^2} \right) 532 \right]_h 533 \\ 534 = \nabla \cdot \left( {{\begin{array}{*{20}c} {\rm {\bf U}} \, u \hfill \\ 535 {\rm {\bf U}} \, v \hfill \\ 536 \end{array} }} 537 \right) 538 +\frac{1}{e_1 e_2 } \left( 539 v\frac{\partial e_2}{\partial i} 540 -u\frac{\partial e_1}{\partial j} 541 \right) {\rm {\bf k}} \times {\rm {\bf U}}_h 569 \begin{multline} 570 \label{eq:PE_flux_form} 571 \left[ 572 \left( {\nabla \times {\rm {\bf U}}} \right) \times {\rm {\bf U}} 573 +\frac{1}{2} \nabla \left( {{\rm {\bf U}}^2} \right) 574 \right]_h \\ 575 = \nabla \cdot \left( {{ 576 \begin{array}{*{20}c} 577 {\rm {\bf U}} \, u \hfill \\ 578 {\rm {\bf U}} \, v \hfill \\ 579 \end{array} 580 }} 581 \right) 582 +\frac{1}{e_1 e_2 } \left( 583 v\frac{\partial e_2}{\partial i} 584 -u\frac{\partial e_1}{\partial j} 585 \right) {\rm {\bf k}} \times {\rm {\bf U}}_h 542 586 \end{multline} 543 587 … … 546 590 and the second one is due to the curvilinear nature of the coordinate system used. 547 591 The latter is called the \emph{metric} term and can be viewed as a modification of the Coriolis parameter: 548 \begin{equation} \label{eq:PE_cor+metric} 549 f \to f + \frac{1}{e_1\;e_2} \left( v \frac{\partial e_2}{\partial i} 550 -u \frac{\partial e_1}{\partial j} \right) 551 \end{equation} 592 \[ 593 % \label{eq:PE_cor+metric} 594 f \to f + \frac{1}{e_1\;e_2} \left( v \frac{\partial e_2}{\partial i} 595 -u \frac{\partial e_1}{\partial j} \right) 596 \] 552 597 553 598 Note that in the case of geographical coordinate, … … 555 600 we recover the commonly used modification of the Coriolis parameter $f \to f+(u/a) \tan \varphi$. 556 601 557 558 $\ $\newline % force a new ligne559 560 602 To sum up, the curvilinear $z$-coordinate equations solved by the ocean model can be written in 561 603 the following tensorial formalism: … … 564 606 $\bullet$ \textbf{Vector invariant form of the momentum equations} : 565 607 566 \begin{subequations} \label{eq:PE_dyn_vect} 567 \begin{equation} \label{eq:PE_dyn_vect_u} \begin{split} 568 \frac{\partial u}{\partial t} 569 = + \left( {\zeta +f} \right)\,v 570 - \frac{1}{2\,e_1} \frac{\partial}{\partial i} \left( u^2+v^2 \right) 571 - \frac{1}{e_3 } w \frac{\partial u}{\partial k} & \\ 572 - \frac{1}{e_1 } \frac{\partial}{\partial i} \left( \frac{p_s+p_h }{\rho_o} \right) 573 &+ D_u^{\vect{U}} + F_u^{\vect{U}} \\ 574 \\ 575 \frac{\partial v}{\partial t} = 576 - \left( {\zeta +f} \right)\,u 577 - \frac{1}{2\,e_2 } \frac{\partial }{\partial j}\left( u^2+v^2 \right) 578 - \frac{1}{e_3 } w \frac{\partial v}{\partial k} & \\ 579 - \frac{1}{e_2 } \frac{\partial }{\partial j}\left( \frac{p_s+p_h }{\rho_o} \right) 580 &+ D_v^{\vect{U}} + F_v^{\vect{U}} 581 \end{split} \end{equation} 608 \begin{subequations} 609 \label{eq:PE_dyn_vect} 610 \[ 611 % \label{eq:PE_dyn_vect_u} 612 \begin{split} 613 \frac{\partial u}{\partial t} 614 = + \left( {\zeta +f} \right)\,v 615 - \frac{1}{2\,e_1} \frac{\partial}{\partial i} \left( u^2+v^2 \right) 616 - \frac{1}{e_3 } w \frac{\partial u}{\partial k} & \\ 617 - \frac{1}{e_1 } \frac{\partial}{\partial i} \left( \frac{p_s+p_h }{\rho_o} \right) 618 &+ D_u^{\vect{U}} + F_u^{\vect{U}} \\ \\ 619 \frac{\partial v}{\partial t} = 620 - \left( {\zeta +f} \right)\,u 621 - \frac{1}{2\,e_2 } \frac{\partial }{\partial j}\left( u^2+v^2 \right) 622 - \frac{1}{e_3 } w \frac{\partial v}{\partial k} & \\ 623 - \frac{1}{e_2 } \frac{\partial }{\partial j}\left( \frac{p_s+p_h }{\rho_o} \right) 624 &+ D_v^{\vect{U}} + F_v^{\vect{U}} 625 \end{split} 626 \] 582 627 \end{subequations} 583 628 … … 585 630 \vspace{+10pt} 586 631 $\bullet$ \textbf{flux form of the momentum equations} : 587 \begin{subequations} \label{eq:PE_dyn_flux} 588 \begin{multline} \label{eq:PE_dyn_flux_u} 589 \frac{\partial u}{\partial t}= 590 + \left( { f + \frac{1}{e_1 \; e_2} 591 \left( v \frac{\partial e_2}{\partial i} 592 -u \frac{\partial e_1}{\partial j} \right)} \right) \, v \\ 593 - \frac{1}{e_1 \; e_2} \left( 594 \frac{\partial \left( {e_2 \,u\,u} \right)}{\partial i} 632 \begin{subequations} 633 % \label{eq:PE_dyn_flux} 634 \begin{multline*} 635 % \label{eq:PE_dyn_flux_u} 636 \frac{\partial u}{\partial t}= 637 + \left( { f + \frac{1}{e_1 \; e_2} 638 \left( v \frac{\partial e_2}{\partial i} 639 -u \frac{\partial e_1}{\partial j} \right)} \right) \, v \\ 640 - \frac{1}{e_1 \; e_2} \left( 641 \frac{\partial \left( {e_2 \,u\,u} \right)}{\partial i} 595 642 + \frac{\partial \left( {e_1 \,v\,u} \right)}{\partial j} \right) 596 - \frac{1}{e_3 }\frac{\partial \left( { w\,u} \right)}{\partial k} \\ 597 - \frac{1}{e_1 }\frac{\partial}{\partial i}\left( \frac{p_s+p_h }{\rho_o} \right) 598 + D_u^{\vect{U}} + F_u^{\vect{U}} 599 \end{multline} 600 \begin{multline} \label{eq:PE_dyn_flux_v} 601 \frac{\partial v}{\partial t}= 602 - \left( { f + \frac{1}{e_1 \; e_2} 603 \left( v \frac{\partial e_2}{\partial i} 604 -u \frac{\partial e_1}{\partial j} \right)} \right) \, u \\ 605 \frac{1}{e_1 \; e_2} \left( 606 \frac{\partial \left( {e_2 \,u\,v} \right)}{\partial i} 643 - \frac{1}{e_3 }\frac{\partial \left( { w\,u} \right)}{\partial k} \\ 644 - \frac{1}{e_1 }\frac{\partial}{\partial i}\left( \frac{p_s+p_h }{\rho_o} \right) 645 + D_u^{\vect{U}} + F_u^{\vect{U}} 646 \end{multline*} 647 \begin{multline*} 648 % \label{eq:PE_dyn_flux_v} 649 \frac{\partial v}{\partial t}= 650 - \left( { f + \frac{1}{e_1 \; e_2} 651 \left( v \frac{\partial e_2}{\partial i} 652 -u \frac{\partial e_1}{\partial j} \right)} \right) \, u \\ 653 \frac{1}{e_1 \; e_2} \left( 654 \frac{\partial \left( {e_2 \,u\,v} \right)}{\partial i} 607 655 + \frac{\partial \left( {e_1 \,v\,v} \right)}{\partial j} \right) 608 609 - \frac{1}{e_2 }\frac{\partial }{\partial j}\left( \frac{p_s+p_h }{\rho_o} \right)610 + D_v^{\vect{U}} + F_v^{\vect{U}} 611 \end{multline}656 - \frac{1}{e_3 } \frac{\partial \left( { w\,v} \right)}{\partial k} \\ 657 - \frac{1}{e_2 }\frac{\partial }{\partial j}\left( \frac{p_s+p_h }{\rho_o} \right) 658 + D_v^{\vect{U}} + F_v^{\vect{U}} 659 \end{multline*} 612 660 \end{subequations} 613 661 where $\zeta$, the relative vorticity, is given by \autoref{eq:PE_curl_Uh} and 614 662 $p_s $, the surface pressure, is given by: 615 \begin{equation} \label{eq:PE_spg} 616 p_s = \rho \,g \,\eta 617 \end{equation} 663 \[ 664 % \label{eq:PE_spg} 665 p_s = \rho \,g \,\eta 666 \] 618 667 with $\eta$ is solution of \autoref{eq:PE_ssh}. 619 668 620 669 The vertical velocity and the hydrostatic pressure are diagnosed from the following equations: 621 \begin{equation} \label{eq:w_diag} 622 \frac{\partial w}{\partial k}=-\chi \;e_3 623 \end{equation} 624 \begin{equation} \label{eq:hp_diag} 625 \frac{\partial p_h }{\partial k}=-\rho \;g\;e_3 626 \end{equation} 670 \[ 671 % \label{eq:w_diag} 672 \frac{\partial w}{\partial k}=-\chi \;e_3 673 \] 674 \[ 675 % \label{eq:hp_diag} 676 \frac{\partial p_h }{\partial k}=-\rho \;g\;e_3 677 \] 627 678 where the divergence of the horizontal velocity, $\chi$ is given by \autoref{eq:PE_div_Uh}. 628 679 629 680 \vspace{+10pt} 630 681 $\bullet$ \textit{tracer equations} : 631 \begin{equation} \label{eq:S} 632 \frac{\partial T}{\partial t} = 633 -\frac{1}{e_1 e_2 }\left[ { \frac{\partial \left( {e_2 T\,u} \right)}{\partial i} 634 +\frac{\partial \left( {e_1 T\,v} \right)}{\partial j}} \right] 635 -\frac{1}{e_3 }\frac{\partial \left( {T\,w} \right)}{\partial k} + D^T + F^T 636 \end{equation} 637 \begin{equation} \label{eq:T} 638 \frac{\partial S}{\partial t} = 639 -\frac{1}{e_1 e_2 }\left[ {\frac{\partial \left( {e_2 S\,u} \right)}{\partial i} 640 +\frac{\partial \left( {e_1 S\,v} \right)}{\partial j}} \right] 641 -\frac{1}{e_3 }\frac{\partial \left( {S\,w} \right)}{\partial k} + D^S + F^S 642 \end{equation} 643 \begin{equation} \label{eq:rho} 644 \rho =\rho \left( {T,S,z(k)} \right) 645 \end{equation} 682 \[ 683 % \label{eq:S} 684 \frac{\partial T}{\partial t} = 685 -\frac{1}{e_1 e_2 }\left[ { \frac{\partial \left( {e_2 T\,u} \right)}{\partial i} 686 +\frac{\partial \left( {e_1 T\,v} \right)}{\partial j}} \right] 687 -\frac{1}{e_3 }\frac{\partial \left( {T\,w} \right)}{\partial k} + D^T + F^T 688 \] 689 \[ 690 % \label{eq:T} 691 \frac{\partial S}{\partial t} = 692 -\frac{1}{e_1 e_2 }\left[ {\frac{\partial \left( {e_2 S\,u} \right)}{\partial i} 693 +\frac{\partial \left( {e_1 S\,v} \right)}{\partial j}} \right] 694 -\frac{1}{e_3 }\frac{\partial \left( {S\,w} \right)}{\partial k} + D^S + F^S 695 \] 696 \[ 697 % \label{eq:rho} 698 \rho =\rho \left( {T,S,z(k)} \right) 699 \] 646 700 647 701 The expression of \textbf{D}$^{U}$, $D^{S}$ and $D^{T}$ depends on the subgrid scale parameterisation used. … … 652 706 653 707 \newpage 654 $\ $\newline % force a new ligne 708 655 709 % ================================================================ 656 710 % Curvilinear generalised vertical coordinate System … … 680 734 In fact one is totally free to choose any space and time vertical coordinate by 681 735 introducing an arbitrary vertical coordinate : 682 \begin{equation} \label{eq:PE_s} 683 s=s(i,j,k,t) 736 \begin{equation} 737 \label{eq:PE_s} 738 s=s(i,j,k,t) 684 739 \end{equation} 685 740 with the restriction that the above equation gives a single-valued monotonic relationship between $s$ and $k$, … … 750 805 Let us define the vertical scale factor by $e_3=\partial_s z$ ($e_3$ is now a function of $(i,j,k,t)$ ), 751 806 and the slopes in the (\textbf{i},\textbf{j}) directions between $s-$ and $z-$surfaces by: 752 \begin{equation} \label{eq:PE_sco_slope} 753 \sigma _1 =\frac{1}{e_1 }\;\left. {\frac{\partial z}{\partial i}} \right|_s 754 \quad \text{, and } \quad 755 \sigma _2 =\frac{1}{e_2 }\;\left. {\frac{\partial z}{\partial j}} \right|_s 807 \begin{equation} 808 \label{eq:PE_sco_slope} 809 \sigma_1 =\frac{1}{e_1 }\;\left. {\frac{\partial z}{\partial i}} \right|_s 810 \quad \text{, and } \quad 811 \sigma_2 =\frac{1}{e_2 }\;\left. {\frac{\partial z}{\partial j}} \right|_s 756 812 \end{equation} 757 813 We also introduce $\omega $, a dia-surface velocity component, defined as the velocity 758 814 relative to the moving $s$-surfaces and normal to them: 759 \begin{equation} \label{eq:PE_sco_w} 760 \omega = w - e_3 \, \frac{\partial s}{\partial t} - \sigma _1 \,u - \sigma _2 \,v \\ 761 \end{equation} 815 \[ 816 % \label{eq:PE_sco_w} 817 \omega = w - e_3 \, \frac{\partial s}{\partial t} - \sigma_1 \,u - \sigma_2 \,v \\ 818 \] 762 819 763 820 The equations solved by the ocean model \autoref{eq:PE} in $s-$coordinate can be written as follows … … 766 823 \vspace{0.5cm} 767 824 $\bullet$ Vector invariant form of the momentum equation : 768 \begin{multline} \label{eq:PE_sco_u_vector} 769 \frac{\partial u }{\partial t}= 770 + \left( {\zeta +f} \right)\,v 771 - \frac{1}{2\,e_1} \frac{\partial}{\partial i} \left( u^2+v^2 \right) 772 - \frac{1}{e_3} \omega \frac{\partial u}{\partial k} \\ 773 - \frac{1}{e_1} \frac{\partial}{\partial i} \left( \frac{p_s + p_h}{\rho_o} \right) 774 + g\frac{\rho }{\rho_o}\sigma _1 775 + D_u^{\vect{U}} + F_u^{\vect{U}} \quad 776 \end{multline} 777 \begin{multline} \label{eq:PE_sco_v_vector} 778 \frac{\partial v }{\partial t}= 779 - \left( {\zeta +f} \right)\,u 780 - \frac{1}{2\,e_2 }\frac{\partial }{\partial j}\left( u^2+v^2 \right) 781 - \frac{1}{e_3 } \omega \frac{\partial v}{\partial k} \\ 782 - \frac{1}{e_2 }\frac{\partial }{\partial j}\left( \frac{p_s+p_h }{\rho_o} \right) 783 + g\frac{\rho }{\rho_o }\sigma _2 784 + D_v^{\vect{U}} + F_v^{\vect{U}} \quad 785 \end{multline} 825 \begin{multline*} 826 % \label{eq:PE_sco_u_vector} 827 \frac{\partial u }{\partial t}= 828 + \left( {\zeta +f} \right)\,v 829 - \frac{1}{2\,e_1} \frac{\partial}{\partial i} \left( u^2+v^2 \right) 830 - \frac{1}{e_3} \omega \frac{\partial u}{\partial k} \\ 831 - \frac{1}{e_1} \frac{\partial}{\partial i} \left( \frac{p_s + p_h}{\rho_o} \right) 832 + g\frac{\rho }{\rho_o}\sigma_1 833 + D_u^{\vect{U}} + F_u^{\vect{U}} \quad 834 \end{multline*} 835 \begin{multline*} 836 % \label{eq:PE_sco_v_vector} 837 \frac{\partial v }{\partial t}= 838 - \left( {\zeta +f} \right)\,u 839 - \frac{1}{2\,e_2 }\frac{\partial }{\partial j}\left( u^2+v^2 \right) 840 - \frac{1}{e_3 } \omega \frac{\partial v}{\partial k} \\ 841 - \frac{1}{e_2 }\frac{\partial }{\partial j}\left( \frac{p_s+p_h }{\rho_o} \right) 842 + g\frac{\rho }{\rho_o }\sigma_2 843 + D_v^{\vect{U}} + F_v^{\vect{U}} \quad 844 \end{multline*} 786 845 787 846 \vspace{0.5cm} 788 847 $\bullet$ Flux form of the momentum equation : 789 \begin{multline} \label{eq:PE_sco_u_flux} 790 \frac{1}{e_3} \frac{\partial \left( e_3\,u \right) }{\partial t}= 791 + \left( { f + \frac{1}{e_1 \; e_2 } 792 \left( v \frac{\partial e_2}{\partial i} 793 -u \frac{\partial e_1}{\partial j} \right)} \right) \, v \\ 794 - \frac{1}{e_1 \; e_2 \; e_3 } \left( 795 \frac{\partial \left( {e_2 \, e_3 \, u\,u} \right)}{\partial i} 796 + \frac{\partial \left( {e_1 \, e_3 \, v\,u} \right)}{\partial j} \right) 797 - \frac{1}{e_3 }\frac{\partial \left( { \omega\,u} \right)}{\partial k} \\ 798 - \frac{1}{e_1} \frac{\partial}{\partial i} \left( \frac{p_s + p_h}{\rho_o} \right) 799 + g\frac{\rho }{\rho_o}\sigma _1 800 + D_u^{\vect{U}} + F_u^{\vect{U}} \quad 801 \end{multline} 802 \begin{multline} \label{eq:PE_sco_v_flux} 803 \frac{1}{e_3} \frac{\partial \left( e_3\,v \right) }{\partial t}= 804 - \left( { f + \frac{1}{e_1 \; e_2} 805 \left( v \frac{\partial e_2}{\partial i} 806 -u \frac{\partial e_1}{\partial j} \right)} \right) \, u \\ 807 - \frac{1}{e_1 \; e_2 \; e_3 } \left( 808 \frac{\partial \left( {e_2 \; e_3 \,u\,v} \right)}{\partial i} 809 + \frac{\partial \left( {e_1 \; e_3 \,v\,v} \right)}{\partial j} \right) 810 - \frac{1}{e_3 } \frac{\partial \left( { \omega\,v} \right)}{\partial k} \\ 811 - \frac{1}{e_2 }\frac{\partial }{\partial j}\left( \frac{p_s+p_h }{\rho_o} \right) 812 + g\frac{\rho }{\rho_o }\sigma _2 813 + D_v^{\vect{U}} + F_v^{\vect{U}} \quad 814 \end{multline} 848 \begin{multline*} 849 % \label{eq:PE_sco_u_flux} 850 \frac{1}{e_3} \frac{\partial \left( e_3\,u \right) }{\partial t}= 851 + \left( { f + \frac{1}{e_1 \; e_2 } 852 \left( v \frac{\partial e_2}{\partial i} 853 -u \frac{\partial e_1}{\partial j} \right)} \right) \, v \\ 854 - \frac{1}{e_1 \; e_2 \; e_3 } \left( 855 \frac{\partial \left( {e_2 \, e_3 \, u\,u} \right)}{\partial i} 856 + \frac{\partial \left( {e_1 \, e_3 \, v\,u} \right)}{\partial j} \right) 857 - \frac{1}{e_3 }\frac{\partial \left( { \omega\,u} \right)}{\partial k} \\ 858 - \frac{1}{e_1} \frac{\partial}{\partial i} \left( \frac{p_s + p_h}{\rho_o} \right) 859 + g\frac{\rho }{\rho_o}\sigma_1 860 + D_u^{\vect{U}} + F_u^{\vect{U}} \quad 861 \end{multline*} 862 \begin{multline*} 863 % \label{eq:PE_sco_v_flux} 864 \frac{1}{e_3} \frac{\partial \left( e_3\,v \right) }{\partial t}= 865 - \left( { f + \frac{1}{e_1 \; e_2} 866 \left( v \frac{\partial e_2}{\partial i} 867 -u \frac{\partial e_1}{\partial j} \right)} \right) \, u \\ 868 - \frac{1}{e_1 \; e_2 \; e_3 } \left( 869 \frac{\partial \left( {e_2 \; e_3 \,u\,v} \right)}{\partial i} 870 + \frac{\partial \left( {e_1 \; e_3 \,v\,v} \right)}{\partial j} \right) 871 - \frac{1}{e_3 } \frac{\partial \left( { \omega\,v} \right)}{\partial k} \\ 872 - \frac{1}{e_2 }\frac{\partial }{\partial j}\left( \frac{p_s+p_h }{\rho_o} \right) 873 + g\frac{\rho }{\rho_o }\sigma_2 874 + D_v^{\vect{U}} + F_v^{\vect{U}} \quad 875 \end{multline*} 815 876 816 877 where the relative vorticity, \textit{$\zeta $}, the surface pressure gradient, … … 818 879 they do not represent exactly the same quantities. 819 880 $\omega$ is provided by the continuity equation (see \autoref{apdx:A}): 820 \begin{equation} \label{eq:PE_sco_continuity} 821 \frac{\partial e_3}{\partial t} + e_3 \; \chi + \frac{\partial \omega }{\partial s} = 0 822 \qquad \text{with }\;\; 823 \chi =\frac{1}{e_1 e_2 e_3 }\left[ {\frac{\partial \left( {e_2 e_3 \,u} 824 \right)}{\partial i}+\frac{\partial \left( {e_1 e_3 \,v} \right)}{\partial 825 j}} \right] 826 \end{equation} 881 \[ 882 % \label{eq:PE_sco_continuity} 883 \frac{\partial e_3}{\partial t} + e_3 \; \chi + \frac{\partial \omega }{\partial s} = 0 884 \qquad \text{with }\;\; 885 \chi =\frac{1}{e_1 e_2 e_3 }\left[ {\frac{\partial \left( {e_2 e_3 \,u} 886 \right)}{\partial i}+\frac{\partial \left( {e_1 e_3 \,v} \right)}{\partial 887 j}} \right] 888 \] 827 889 828 890 \vspace{0.5cm} 829 891 $\bullet$ tracer equations: 830 \begin{multline} \label{eq:PE_sco_t} 831 \frac{1}{e_3} \frac{\partial \left( e_3\,T \right) }{\partial t}= 832 -\frac{1}{e_1 e_2 e_3 }\left[ {\frac{\partial \left( {e_2 e_3\,u\,T} \right)}{\partial i} 833 +\frac{\partial \left( {e_1 e_3\,v\,T} \right)}{\partial j}} \right] \\ 834 -\frac{1}{e_3 }\frac{\partial \left( {T\,\omega } \right)}{\partial k} + D^T + F^S \qquad 835 \end{multline} 836 837 \begin{multline} \label{eq:PE_sco_s} 838 \frac{1}{e_3} \frac{\partial \left( e_3\,S \right) }{\partial t}= 839 -\frac{1}{e_1 e_2 e_3 }\left[ {\frac{\partial \left( {e_2 e_3\,u\,S} \right)}{\partial i} 840 +\frac{\partial \left( {e_1 e_3\,v\,S} \right)}{\partial j}} \right] \\ 841 -\frac{1}{e_3 }\frac{\partial \left( {S\,\omega } \right)}{\partial k} + D^S + F^S \qquad 842 \end{multline} 892 \begin{multline*} 893 % \label{eq:PE_sco_t} 894 \frac{1}{e_3} \frac{\partial \left( e_3\,T \right) }{\partial t}= 895 -\frac{1}{e_1 e_2 e_3 }\left[ {\frac{\partial \left( {e_2 e_3\,u\,T} \right)}{\partial i} 896 +\frac{\partial \left( {e_1 e_3\,v\,T} \right)}{\partial j}} \right] \\ 897 -\frac{1}{e_3 }\frac{\partial \left( {T\,\omega } \right)}{\partial k} + D^T + F^S \qquad 898 \end{multline*} 899 900 \begin{multline*} 901 % \label{eq:PE_sco_s} 902 \frac{1}{e_3} \frac{\partial \left( e_3\,S \right) }{\partial t}= 903 -\frac{1}{e_1 e_2 e_3 }\left[ {\frac{\partial \left( {e_2 e_3\,u\,S} \right)}{\partial i} 904 +\frac{\partial \left( {e_1 e_3\,v\,S} \right)}{\partial j}} \right] \\ 905 -\frac{1}{e_3 }\frac{\partial \left( {S\,\omega } \right)}{\partial k} + D^S + F^S \qquad 906 \end{multline*} 843 907 844 908 The equation of state has the same expression as in $z$-coordinate, … … 889 953 The major points are summarized here. 890 954 The position ( \textit{z*}) and vertical discretization (\textit{z*}) are expressed as: 891 \begin{equation} \label{eq:z-star} 892 H + \textit{z*} = (H + z) / r \quad \text{and} \ \delta \textit{z*} = \delta z / r \quad \text{with} \ r = \frac{H+\eta} {H} 893 \end{equation} 955 \[ 956 % \label{eq:z-star} 957 H + \textit{z*} = (H + z) / r \quad \text{and} \ \delta \textit{z*} = \delta z / r \quad \text{with} \ r = \frac{H+\eta} {H} 958 \] 894 959 Since the vertical displacement of the free surface is incorporated in the vertical coordinate \textit{z*}, 895 960 the upper and lower boundaries are at fixed \textit{z*} position, … … 897 962 Also the divergence of the flow field is no longer zero as shown by the continuity equation: 898 963 \[ 899 \frac{\partial r}{\partial t} = \nabla_{\textit{z*}} \cdot \left( r \; \rm{\bf U}_h \right)900 964 \frac{\partial r}{\partial t} = \nabla_{\textit{z*}} \cdot \left( r \; \rm{\bf U}_h \right) 965 \left( r \; w\textit{*} \right) = 0 901 966 \] 902 967 %} … … 906 971 907 972 To overcome problems with vanishing surface and/or bottom cells, we consider the zstar coordinate 908 \begin{equation} \label{eq:PE_} 909 z^\star = H \left( \frac{z-\eta}{H+\eta} \right) 910 \end{equation} 973 \[ 974 % \label{eq:PE_} 975 z^\star = H \left( \frac{z-\eta}{H+\eta} \right) 976 \] 911 977 912 978 This coordinate is closely related to the "eta" coordinate used in many atmospheric models … … 937 1003 938 1004 Because $z^\star$ has a time independent range, all grid cells have static increments ds, 939 and the sum of the ver tical increments yields the time independent ocean depth. % ·k ds = H.1005 and the sum of the ver tical increments yields the time independent ocean depth. %k ds = H. 940 1006 The $z^\star$ coordinate is therefore invisible to undulations of the free surface, 941 1007 since it moves along with the free surface. … … 951 1017 952 1018 953 \newpage 1019 \newpage 1020 954 1021 % ------------------------------------------------------------------------------------------------------------- 955 1022 % Terrain following coordinate System … … 994 1061 The horizontal pressure force in $s$-coordinate consists of two terms (see \autoref{apdx:A}), 995 1062 996 \begin{equation} \label{eq:PE_p_sco} 997 \left. {\nabla p} \right|_z =\left. {\nabla p} \right|_s -\frac{\partial 998 p}{\partial s}\left. {\nabla z} \right|_s 1063 \begin{equation} 1064 \label{eq:PE_p_sco} 1065 \left. {\nabla p} \right|_z =\left. {\nabla p} \right|_s -\frac{\partial 1066 p}{\partial s}\left. {\nabla z} \right|_s 999 1067 \end{equation} 1000 1068 … … 1041 1109 1042 1110 1043 \newpage 1111 \newpage 1112 1044 1113 % ------------------------------------------------------------------------------------------------------------- 1045 1114 % Curvilinear z-tilde coordinate System … … 1055 1124 1056 1125 \newpage 1126 1057 1127 % ================================================================ 1058 1128 % Subgrid Scale Physics … … 1097 1167 while an accurate consideration of the details of turbulent motions is simply impractical. 1098 1168 The resulting vertical momentum and tracer diffusive operators are of second order: 1099 \begin{equation} \label{eq:PE_zdf} 1100 \begin{split} 1101 {\vect{D}}^{v \vect{U}} &=\frac{\partial }{\partial z}\left( {A^{vm}\frac{\partial {\vect{U}}_h }{\partial z}} \right) \ , \\ 1102 D^{vT} &= \frac{\partial }{\partial z}\left( {A^{vT}\frac{\partial T}{\partial z}} \right) \ , 1103 \quad 1104 D^{vS}=\frac{\partial }{\partial z}\left( {A^{vT}\frac{\partial S}{\partial z}} \right) 1105 \end{split} 1169 \begin{equation} 1170 \label{eq:PE_zdf} 1171 \begin{split} 1172 {\vect{D}}^{v \vect{U}} &=\frac{\partial }{\partial z}\left( {A^{vm}\frac{\partial {\vect{U}}_h }{\partial z}} \right) \ , \\ 1173 D^{vT} &= \frac{\partial }{\partial z}\left( {A^{vT}\frac{\partial T}{\partial z}} \right) \ , 1174 \quad 1175 D^{vS}=\frac{\partial }{\partial z}\left( {A^{vT}\frac{\partial S}{\partial z}} \right) 1176 \end{split} 1106 1177 \end{equation} 1107 1178 where $A^{vm}$ and $A^{vT}$ are the vertical eddy viscosity and diffusivity coefficients, respectively. … … 1173 1244 1174 1245 The lateral Laplacian tracer diffusive operator is defined by (see \autoref{apdx:B}): 1175 \begin{equation} \label{eq:PE_iso_tensor} 1176 D^{lT}=\nabla {\rm {\bf .}}\left( {A^{lT}\;\Re \;\nabla T} \right) \qquad 1177 \mbox{with}\quad \;\;\Re =\left( {{\begin{array}{*{20}c} 1178 1 \hfill & 0 \hfill & {-r_1 } \hfill \\ 1179 0 \hfill & 1 \hfill & {-r_2 } \hfill \\ 1180 {-r_1 } \hfill & {-r_2 } \hfill & {r_1 ^2+r_2 ^2} \hfill \\ 1181 \end{array} }} \right) 1246 \begin{equation} 1247 \label{eq:PE_iso_tensor} 1248 D^{lT}=\nabla {\rm {\bf .}}\left( {A^{lT}\;\Re \;\nabla T} \right) \qquad 1249 \mbox{with}\quad \;\;\Re =\left( {{ 1250 \begin{array}{*{20}c} 1251 1 \hfill & 0 \hfill & {-r_1 } \hfill \\ 1252 0 \hfill & 1 \hfill & {-r_2 } \hfill \\ 1253 {-r_1 } \hfill & {-r_2 } \hfill & {r_1 ^2+r_2 ^2} \hfill \\ 1254 \end{array} 1255 }} \right) 1182 1256 \end{equation} 1183 1257 where $r_1 \;\mbox{and}\;r_2 $ are the slopes between the surface along which the diffusive operator acts and … … 1197 1271 For \textit{geopotential} diffusion, 1198 1272 $r_1$ and $r_2 $ are the slopes between the geopotential and computational surfaces: 1199 they are equal to $\sigma _1$ and $\sigma_2$, respectively (see \autoref{eq:PE_sco_slope}).1273 they are equal to $\sigma_1$ and $\sigma_2$, respectively (see \autoref{eq:PE_sco_slope}). 1200 1274 1201 1275 For \textit{isoneutral} diffusion $r_1$ and $r_2$ are the slopes between the isoneutral and computational surfaces. 1202 1276 Therefore, they are different quantities, but have similar expressions in $z$- and $s$-coordinates. 1203 1277 In $z$-coordinates: 1204 \begin{equation} \label{eq:PE_iso_slopes} 1205 r_1 =\frac{e_3 }{e_1 } \left( \pd[\rho]{i} \right) \left( \pd[\rho]{k} \right)^{-1} \, \quad 1206 r_2 =\frac{e_3 }{e_2 } \left( \pd[\rho]{j} \right) \left( \pd[\rho]{k} \right)^{-1} \, 1278 \begin{equation} 1279 \label{eq:PE_iso_slopes} 1280 r_1 =\frac{e_3 }{e_1 } \left( \pd[\rho]{i} \right) \left( \pd[\rho]{k} \right)^{-1} \, \quad 1281 r_2 =\frac{e_3 }{e_2 } \left( \pd[\rho]{j} \right) \left( \pd[\rho]{k} \right)^{-1} \, 1207 1282 \end{equation} 1208 1283 while in $s$-coordinates $\pd[]{k}$ is replaced by $\pd[]{s}$. … … 1211 1286 When the \textit{eddy induced velocity} parametrisation (eiv) \citep{Gent1990} is used, 1212 1287 an additional tracer advection is introduced in combination with the isoneutral diffusion of tracers: 1213 \begin{equation} \label{eq:PE_iso+eiv} 1214 D^{lT}=\nabla \cdot \left( {A^{lT}\;\Re \;\nabla T} \right) 1215 +\nabla \cdot \left( {{\vect{U}}^\ast \,T} \right) 1216 \end{equation} 1288 \[ 1289 % \label{eq:PE_iso+eiv} 1290 D^{lT}=\nabla \cdot \left( {A^{lT}\;\Re \;\nabla T} \right) 1291 +\nabla \cdot \left( {{\vect{U}}^\ast \,T} \right) 1292 \] 1217 1293 where ${\vect{U}}^\ast =\left( {u^\ast ,v^\ast ,w^\ast } \right)$ is a non-divergent, 1218 1294 eddy-induced transport velocity. This velocity field is defined by: 1219 \begin{equation} \label{eq:PE_eiv} 1220 \begin{split} 1221 u^\ast &= +\frac{1}{e_3 }\frac{\partial }{\partial k}\left[ {A^{eiv}\;\tilde{r}_1 } \right] \\ 1222 v^\ast &= +\frac{1}{e_3 }\frac{\partial }{\partial k}\left[ {A^{eiv}\;\tilde{r}_2 } \right] \\ 1223 w^\ast &= -\frac{1}{e_1 e_2 }\left[ 1224 \frac{\partial }{\partial i}\left( {A^{eiv}\;e_2\,\tilde{r}_1 } \right) 1225 +\frac{\partial }{\partial j}\left( {A^{eiv}\;e_1\,\tilde{r}_2 } \right) \right] 1226 \end{split} 1227 \end{equation} 1295 \[ 1296 % \label{eq:PE_eiv} 1297 \begin{split} 1298 u^\ast &= +\frac{1}{e_3 }\frac{\partial }{\partial k}\left[ {A^{eiv}\;\tilde{r}_1 } \right] \\ 1299 v^\ast &= +\frac{1}{e_3 }\frac{\partial }{\partial k}\left[ {A^{eiv}\;\tilde{r}_2 } \right] \\ 1300 w^\ast &= -\frac{1}{e_1 e_2 }\left[ 1301 \frac{\partial }{\partial i}\left( {A^{eiv}\;e_2\,\tilde{r}_1 } \right) 1302 +\frac{\partial }{\partial j}\left( {A^{eiv}\;e_1\,\tilde{r}_2 } \right) \right] 1303 \end{split} 1304 \] 1228 1305 where $A^{eiv}$ is the eddy induced velocity coefficient 1229 1306 (or equivalently the isoneutral thickness diffusivity coefficient), 1230 1307 and $\tilde{r}_1$ and $\tilde{r}_2$ are the slopes between isoneutral and \emph{geopotential} surfaces. 1231 1308 Their values are thus independent of the vertical coordinate, but their expression depends on the coordinate: 1232 \begin{align} \label{eq:PE_slopes_eiv} 1233 \tilde{r}_n = \begin{cases} 1234 r_n & \text{in $z$-coordinate} \\ 1235 r_n + \sigma_n & \text{in \textit{z*} and $s$-coordinates} 1236 \end{cases} 1237 \quad \text{where } n=1,2 1309 \begin{align} 1310 \label{eq:PE_slopes_eiv} 1311 \tilde{r}_n = 1312 \begin{cases} 1313 r_n & \text{in $z$-coordinate} \\ 1314 r_n + \sigma_n & \text{in \textit{z*} and $s$-coordinates} 1315 \end{cases} 1316 \quad \text{where } n=1,2 1238 1317 \end{align} 1239 1318 … … 1246 1325 1247 1326 The lateral bilaplacian tracer diffusive operator is defined by: 1248 \begin{equation} \label{eq:PE_bilapT} 1249 D^{lT}= - \Delta \left( \;\Delta T \right) 1250 \qquad \text{where} \;\; \Delta \bullet = \nabla \left( {\sqrt{B^{lT}\,}\;\Re \;\nabla \bullet} \right) 1251 \end{equation} 1327 \[ 1328 % \label{eq:PE_bilapT} 1329 D^{lT}= - \Delta \left( \;\Delta T \right) 1330 \qquad \text{where} \;\; \Delta \bullet = \nabla \left( {\sqrt{B^{lT}\,}\;\Re \;\nabla \bullet} \right) 1331 \] 1252 1332 It is the Laplacian operator given by \autoref{eq:PE_iso_tensor} applied twice with 1253 1333 the harmonic eddy diffusion coefficient set to the square root of the biharmonic one. … … 1258 1338 The Laplacian momentum diffusive operator along $z$- or $s$-surfaces is found by 1259 1339 applying \autoref{eq:PE_lap_vector} to the horizontal velocity vector (see \autoref{apdx:B}): 1260 \begin{equation} \label{eq:PE_lapU} 1261 \begin{split} 1262 {\rm {\bf D}}^{l{\rm {\bf U}}} 1263 &= \quad \ \nabla _h \left( {A^{lm}\chi } \right) 1264 \ - \ \nabla _h \times \left( {A^{lm}\,\zeta \;{\rm {\bf k}}} \right) \\ 1265 &= \left( \begin{aligned} 1266 \frac{1}{e_1 } \frac{\partial \left( A^{lm} \chi \right)}{\partial i} 1267 &-\frac{1}{e_2 e_3}\frac{\partial \left( {A^{lm} \;e_3 \zeta} \right)}{\partial j} \\ 1268 \frac{1}{e_2 }\frac{\partial \left( {A^{lm} \chi } \right)}{\partial j} 1269 &+\frac{1}{e_1 e_3}\frac{\partial \left( {A^{lm} \;e_3 \zeta} \right)}{\partial i} 1270 \end{aligned} \right) 1271 \end{split} 1272 \end{equation} 1340 \[ 1341 % \label{eq:PE_lapU} 1342 \begin{split} 1343 {\rm {\bf D}}^{l{\rm {\bf U}}} 1344 &= \quad \ \nabla _h \left( {A^{lm}\chi } \right) 1345 \ - \ \nabla _h \times \left( {A^{lm}\,\zeta \;{\rm {\bf k}}} \right) \\ 1346 &= \left( 1347 \begin{aligned} 1348 \frac{1}{e_1 } \frac{\partial \left( A^{lm} \chi \right)}{\partial i} 1349 &-\frac{1}{e_2 e_3}\frac{\partial \left( {A^{lm} \;e_3 \zeta} \right)}{\partial j} \\ 1350 \frac{1}{e_2 }\frac{\partial \left( {A^{lm} \chi } \right)}{\partial j} 1351 &+\frac{1}{e_1 e_3}\frac{\partial \left( {A^{lm} \;e_3 \zeta} \right)}{\partial i} 1352 \end{aligned} 1353 \right) 1354 \end{split} 1355 \] 1273 1356 1274 1357 Such a formulation ensures a complete separation between the vorticity and horizontal divergence fields … … 1278 1361 ($i.e.$ geopotential diffusion in $s-$coordinates or isoneutral diffusion in both $z$- and $s$-coordinates), 1279 1362 the $u$ and $v-$fields are considered as independent scalar fields, so that the diffusive operator is given by: 1280 \begin{equation} \label{eq:PE_lapU_iso} 1281 \begin{split} 1282 D_u^{l{\rm {\bf U}}} &= \nabla .\left( {A^{lm} \;\Re \;\nabla u} \right) \\ 1283 D_v^{l{\rm {\bf U}}} &= \nabla .\left( {A^{lm} \;\Re \;\nabla v} \right) 1284 \end{split} 1285 \end{equation} 1363 \[ 1364 % \label{eq:PE_lapU_iso} 1365 \begin{split} 1366 D_u^{l{\rm {\bf U}}} &= \nabla .\left( {A^{lm} \;\Re \;\nabla u} \right) \\ 1367 D_v^{l{\rm {\bf U}}} &= \nabla .\left( {A^{lm} \;\Re \;\nabla v} \right) 1368 \end{split} 1369 \] 1286 1370 where $\Re$ is given by \autoref{eq:PE_iso_tensor}. 1287 1371 It is the same expression as those used for diffusive operator on tracers. … … 1297 1381 Nevertheless it is currently not available in the iso-neutral case. 1298 1382 1383 \biblio 1384 1299 1385 \end{document} 1300 1386
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