2 # -*- coding: latin-1 -*-
9 def __convert__(self,valeur):
10 if type(valeur) == types.StringType: return None
11 if len(valeur) != self.ntuple: return None
15 return "Date : jj/mm/aaaa "
25 def __init__(self,ntuple):
28 def __convert__(self,valeur):
29 if type(valeur) == types.StringType:
31 if len(valeur) != self.ntuple:
36 return "Tuple de %s elements" % self.ntuple
40 JdC = JDC_CATA (code = 'SISYPHE',
43 # =======================================================================
44 # Catalog entry for the MAP function : c_pre_interfaceBody_mesh
45 # =======================================================================
47 VERSION_CATALOGUE="TRUNK_20201028"
48 # -----------------------------------------------------------------------
49 INPUT_OUTPUT__INFORMATION = PROC(nom= "INPUT_OUTPUT__INFORMATION",op = None,
50 # -----------------------------------------------------------------------
51 # -----------------------------------
52 COMPUTATIONAL_INFORMATION = FACT(statut='o',
53 # -----------------------------------
54 # -----------------------------------
55 TITLE = SIMP(statut ='f',
56 # -----------------------------------
59 fr = """Titre du cas etudie.
60 Ce titre sera inscrit dans les sorties.""",
61 ang = """Title of the case being considered.""",
65 # -----------------------------------------------------------------------
66 MISCELLANEOUS = PROC(nom= "MISCELLANEOUS",op = None,
67 # -----------------------------------------------------------------------
68 # -----------------------------------
69 PARALLEL_PROCESSORS = SIMP(statut ='f',
70 # -----------------------------------
73 fr = """NOMBRE DE PROCESSEURS EN CALCUL PARALLELE
74 0 : 1 machine, compilation sans bibliotheque de parallelisme
75 1 : 1 machine, compilation avec bibliotheque de parallelisme
76 2 : 2 processeurs ou machines en parallele
78 ang = """NUMBER OF PROCESSORS FOR PARALLEL PROCESSING
79 0 : 1 machine, compiling without parallel library
80 1 : 1 machine, compiling with a parallel library
81 2 : 2 processors or machines in parallel
84 # -----------------------------------
85 VALIDATION = SIMP(statut ='f',
86 # -----------------------------------
89 fr = """Option utilisee principalement pour le dossier de validation.
90 Si ce mot-cle vaut OUI, les resultats du calcul vont alors etre
91 compares aux valeurs du fichier de reference.
92 La comparaison est effectuee par le sous-programme VALIDA qui peut
93 etre modifie pour realiser, par exemple, une comparaison avec
94 une solution exacte.""",
95 ang = """This option is primarily used for the validation
96 documents. If this keyword is equal to YES, the REFERENCE FILE
97 is then considered as a reference which the computation is
98 going to be compared with.
99 The comparison is made by the subroutine VALIDA, which can be
100 modified so as to include,for example,a comparison with an
103 # -----------------------------------
104 b_VALIDATIONG = BLOC(condition="VALIDATION == True",
105 # -----------------------------------
106 # -----------------------------------
107 REFERENCE_FILE_FORMAT = SIMP(statut ='f',
108 # -----------------------------------
110 into = ['SERAFIN','SERAFIND','MED'],
112 fr = """Format du fichier de resultats du calcul precedent.
113 Les valeurs possibles sont :
114 - SERAFIN : format standard simple precision pour Telemac;
115 - SERAFIND: format standard double precision pour Telemac;
116 - MED : format MED base sur HDF5""",
117 ang = """Previous computation results file format.
119 - SERAFIN : classical single precision format in Telemac;
120 - SERAFIND: classical double precision format in Telemac;
121 - MED : MED format based on HDF5""",
123 # -----------------------------------
124 REFERENCE_FILE = SIMP(statut ='f',
125 # -----------------------------------
126 typ = ('Fichier','All Files (*)'), max='**',
128 fr = """Nom du fichier servant a valider le calcul.
129 Si VALIDATION = OUI, les resultats du calcul vont etre
130 comparees aux valeurs contenues dans ce fichier.
131 La comparaison est effectuee par le sous-programme VALIDA.""",
132 ang = """Name of the file used to validate the computation.
133 If VALIDATION = YES, the results of the computation will be
134 compared with the values of this file. The comparison is
135 made by the subroutine VALIDA.""",
138 # -----------------------------------
139 NUMBER_OF_PRIVATE_ARRAYS = SIMP(statut ='f',
140 # -----------------------------------
143 fr = """Nombre de tableaux mis a disposition de l utilisateur""",
144 ang = """Number of arrays for own user programming""",
146 # -----------------------------------
147 ORIGIN_COORDINATES = SIMP(statut ='f',
148 # -----------------------------------
149 typ = 'I', min= 2, max= 2,
151 fr = """Valeur en metres, utilise pour eviter les trop grands nombres,
152 transmis dans le format Selafin mais pas d''autre traitement pour
154 ang = """Value in metres, used to avoid large real numbers,
155 added in Selafin format, but so far no other treatment""",
157 # -----------------------------------
158 DEBUGGER = SIMP(statut ='f',
159 # -----------------------------------
162 fr = """Pour imprimer la sequence des appels, mettre 1""",
163 ang = """If 1, calls of subroutines will be printed in the listing""",
165 # -----------------------------------
166 OPTION_FOR_THE_TREATMENT_OF_TIDAL_FLATS = SIMP(statut ='f',
167 # -----------------------------------
170 fr = """Utilise si ''BANCS DECOUVRANTS'' est vrai
171 1 : EQUATIONS RESOLUES PARTOUT AVEC CORRECTION
172 SUR LES BANCS DECOUVRANTS
173 2 : GEL DES ELEMENTS DECOUVRANTS
174 Il est conseille de choisir l''option 1 car elle permet de
175 conserver la masse.""",
176 ang = """Used if ''TIDAL FLATS'' is true
177 1 : EQUATIONS SOLVED EVERYWHERE WITH CORRECTION ON TIDAL FLATS
178 2 : DRY ELEMENTS FROZEN
179 It is recommended to choose 1 since it ensures mass conservation.""",
181 # -----------------------------------
182 NESTOR = SIMP(statut ='f',
183 # -----------------------------------
186 fr = """Pour le couplage avec NESTOR""",
187 ang = """For coupling with NESTOR""",
189 # -----------------------------------
190 NESTOR_ACTION_FILE = SIMP(statut ='f',
191 # -----------------------------------
192 typ = ('Fichier','All Files (*)'), max='**',
194 fr = """Nom du fichier de commandes de nestor""",
195 ang = """Name of the Nestor steering file""",
197 # -----------------------------------
198 NESTOR_POLYGON_FILE = SIMP(statut ='f',
199 # -----------------------------------
200 typ = ('Fichier','All Files (*)'), max='**',
202 fr = """Nom du fichier de polygons de Nestor""",
203 ang = """Name of the Nestor polygon file""",
205 # -----------------------------------
206 NESTOR_RESTART_FILE = SIMP(statut ='f',
207 # -----------------------------------
208 typ = ('Fichier','All Files (*)'), max='**',
210 fr = """Nom du fichier de phydef-cf.cfg.ds de Nestor""",
211 ang = """Name of the Nestor file phydef-cf.cfg.ds""",
213 # -----------------------------------
214 NESTOR_SURFACE_REFERENCE_FILE = SIMP(statut ='f',
215 # -----------------------------------
216 typ = ('Fichier','All Files (*)'), max='**',
218 fr = """Nom du fichier de reference surface de Nestor""",
219 ang = """Name of the Nestor file which contains the reference
223 # -----------------------------------------------------------------------
224 GENERAL = PROC(nom= "GENERAL",op = None,
225 # -----------------------------------------------------------------------
226 # -----------------------------------
227 CHECKING_THE_MESH = SIMP(statut ='f',
228 # -----------------------------------
231 fr = """Si oui on appelle le sous-programme checkmesh qui verifie
232 la coherence du maillage, points superposes, etc.""",
233 ang = """if this key word is equal to yes, a call to subroutine
234 checkmesh will look for errors in the mesh, superimposed points, etc.""",
236 # -----------------------------------
237 MAXIMUM_NUMBER_OF_BOUNDARIES = SIMP(statut ='f',
238 # -----------------------------------
241 fr = """nombre maximal de frontieres differentes dans le maillage.
242 Sert au dimensionnement de la memoire, a augmenter si necessaire""",
243 ang = """maximal number of boundaries in the mesh.
244 Used for dimensioning arrays. Can be increased if needed""",
246 # -----------------------------------
247 FLUXLINE_INPUT_FILE = SIMP(statut ='f',
248 # -----------------------------------
249 typ = ('Fichier','All Files (*)'),
251 fr = """Nom du fichier de fluxline""",
252 ang = """Name of the Fluxline file""",
254 # -----------------------------------
255 FLUXLINE = SIMP(statut ='f',
256 # -----------------------------------
260 ang = """Use Fluxline to compute flux over lines""",
262 # -----------------------------------
263 CONTROL_SECTIONS = SIMP(statut ='f',
264 # -----------------------------------
265 typ = 'I', min= 3, max= 3,
266 fr = """Couples de points (numeros globaux dans le maillage) entre
267 lesquels les debits instantanes et cumules seront donnes.""",
268 ang = """Couples of points (global numbers in the mesh) defining sections
269 where the instantaneous and cumulated discharges will be given""",
271 # -----------------------------------
272 STATIONARY_MODE = SIMP(statut ='f',
273 # -----------------------------------
279 # -----------------------------------
280 SHIELDS_PARAMETERS = SIMP(statut ='f',
281 # -----------------------------------
282 typ = 'R', min=10, max=10,
283 fr = """Utilise pour determiner la valeur de la contrainte critique
284 d''entrainement (sediments non-cohesifs). En multiclasse, specifier la
285 valeur pour chaque classe,sinon on prend la meme valeur. Par defaut (si
286 aucune valeur donnee) le code calcule lui meme le parametre de Shields
287 en fonction du diametre.""",
288 ang = """Used to determine the critical bed shear stress value
289 (non-cohesive sediments).
290 For multi grain size,
291 the shields parameter needs to be specified for each class. If only one
292 value is specified, the shields parameter will be considered constant.
293 The default option (no shields given in parameter file)
294 is to calculate the shields parameter as a function of
295 sand grain diameter (see logical CALAC).""",
297 # -----------------------------------
298 OPTION_FOR_THE_TREATMENT_OF_NON_ERODABLE_BEDS = SIMP(statut ='f',
299 # -----------------------------------
302 fr = """Ce parametre permet de fixer la methode retenue pour traiter
303 les fonds non erodables :
304 0 = FONDS ERODABLES PARTOUT
305 1 = MINIMISATION DU DEBIT SOLIDE POUR LES FONDS NON ERODABLES
306 2 = DEBIT SOLIDE NUL POUR LES FONDS NON ERODABLES
307 3 = MINIMISATION DU DEBIT SOLIDE EN ELEMENTS FINIS/MASS-LUMPING
308 4 = MINIMISATION DU DEBIT SOLIDE EN VOLUMES FINIS
309 Quand le fond rigide peut etre atteint lors de la simulation, il est
310 conseille d utiliser la metode 3 ou bien 4""",
311 ang = """This parameters determines the method used to treat the
312 non erodable bottoms :
313 0 = ERODABLE BOTTOMS EVERYWHERE
314 1 = MINIMISATION OF THE SOLID DISCHARGE
315 2 = NUL SOLID DISCHARGE
316 3 = MINIMISATION OF THE SOLID DISCHARGE IN FE / MASS-LUMPING
317 4 = MINIMISATION OF THE SOLID DISCHARGE IN FINITE VOLUMES
318 When the rigid bed can be reached during the computation, it is advised
319 to use the method 3 or the method 4""",
321 # -----------------------------------
322 MINIMAL_VALUE_OF_THE_WATER_HEIGHT = SIMP(statut ='f',
323 # -----------------------------------
326 fr = """Fixe la valeur minimale de la hauteur d''eau.
327 Est utilise lorsque le mot cle BANCS DECOUVRANTS est egal a oui.""",
328 ang = """Sets the minimum value of the water depth.
329 Is used when the keyword TIDAL FLATS is equal to yes.""",
331 # -----------------------------------
332 TIDAL_FLATS = SIMP(statut ='f',
333 # -----------------------------------
336 fr = """permet de supprimer les tests sur les bancs decouvrants, dans
337 les cas ou l''on est certain qu''il n''y en aura pas.
338 En cas de doute : oui""",
339 ang = """When no, the specific treatments for tidal flats
341 This spares time, but of course you must be sure that you
342 have no tidal flats""",
344 # -----------------------------------
345 SECONDARY_CURRENTS = SIMP(statut ='f',
346 # -----------------------------------
349 fr = """Pour prendre en compte les courants secondaires""",
350 ang = """using the parametrisation for secondary currents""",
352 # -----------------------------------
353 SECONDARY_CURRENTS_FILE = SIMP(statut ='f',
354 # -----------------------------------
357 fr = """Pour prendre en compte les courants secondaires avec FICHIER""",
358 ang = """The radii needed for the parametrisation of secondary currents
359 are read from SELAFIN file""",
361 # -----------------------------------
362 GRAIN_FEEDING = SIMP(statut ='f',
363 # -----------------------------------
366 fr = """Now suppressed""",
367 ang = """Now suppressed""",
369 # -----------------------------------
370 STEADY_CASE = SIMP(statut ='f',
371 # -----------------------------------
374 fr = """Definit si l''hydrodynamique a prendre en compte est
375 permanente ou non. Si la valeur OUI est donnee a ce mot-cle,
376 le dernier enregistrement du fichier du calcul precedent
377 constituera le champ (h,u,v et eventuellement hauteur et periode
378 de houle) a prendre en compte.""",
379 ang = """Specifies steady or unsteady case.If this keyword
380 is equal to YES, the last record of the previous computation
381 file will give the values of h,u,v and eventually wave height
382 and period to be considered.""",
384 # -----------------------------------
385 CONSTANT_FLOW_DISCHARGE = SIMP(statut ='f',
386 # -----------------------------------
389 fr = """constant flow discharge or not""",
390 ang = """constant flow discharge or not""",
392 # -----------------------------------
393 NUMBER_OF_ITERATIONS_FOR_TELEMAC = SIMP(statut ='f',
394 # -----------------------------------
397 fr = """Nombre d''iteration a effecuter avec telemac pour obtenir
398 un nouvel ecoulement quasi stationnaire.
399 A utiliser avec l''option constant flow discharge""",
400 ang = """Number of iteration to do wtih telemac in order to obtain a
401 new quasi-stationary flow.
402 To use with the option constant flow discharge""",
404 # -----------------------------------
405 CRITERION_TO_UPDATE_THE_FLOW = SIMP(statut ='f',
406 # -----------------------------------
409 fr = """Critere (Hauteur du fond>CRIT\_CFD*Hauteur d''eau) pour mettre
410 a jour l''ecoulement.
411 A utiliser avec l''option constant flow discharge""",
412 ang = """Criterion (Bottom height>CRIT\_CFD*Water depth) in order to
414 To use with the option constant flow discharge""",
416 # -----------------------------------
417 CRITICAL_EVOLUTION_RATIO = SIMP(statut ='f',
418 # -----------------------------------
421 fr = """Definit le moment ou l''extrapolation du champ de courant
422 par SISYPHE n''est plus valable. Ce nombre represente le rapport
423 maximum entre les evolutions et la hauteur d''eau admissible.
424 Generalement, on admet qu''une evolution inferieure a 0,1 fois
425 la hauteur d''eau ne modifie pas sensiblement la repartition
426 du champ de courant.""",
427 ang = """Specifies the moment when the SISYPHE extrapolation current
428 filed is no more valid. This value set the maximum ratio between
429 evolutions and the water depth.
430 Generally, it is considered that an evolution lower than 0,1 time the
431 water depth does not perceptibly modify the current field distribution.""",
433 # -----------------------------------
434 NUMBER_OF_BED_LOAD_MODEL_LAYERS = SIMP(statut ='f',
435 # -----------------------------------
438 fr = """Comme son nom l''indique..., defaut NOMBLAY=2""",
439 ang = """This is the given allocation limit, secure default NOMLAY=2""",
441 # -----------------------------------
442 MASS_CONCENTRATION = SIMP(statut ='f',
443 # -----------------------------------
446 fr = """par defaut, le code calcule les concentrations volumiques.
447 Ce mot cle permet dimprimer et de relire des concentrations en g/l.
448 Les concentrations imposees aux limites
449 (fichier condim, concentration de condim\_susp)
450 sont alors aussi donnees par l utilisateur en g/l et
451 reconverties en concentration volumique par le code.""",
452 ang = """Determines if concentrations (input and output)
453 are mass concentrations in g/l or adimensionnal volume concentrations
454 (default option).""",
456 # -----------------------------------
457 EFFECT_OF_WAVES = SIMP(statut ='f',
458 # -----------------------------------
461 fr = """Prend en compte l''effet de la houle sur le transport solide""",
462 ang = """Takes into account the effect of waves""",
464 # -----------------------------------
465 MIXED_SEDIMENT = SIMP(statut ='f',
466 # -----------------------------------
469 fr = """Melange sable vase: 2 classes seulement""",
470 ang = """Mixture of cohesive and non cohesive sediment : 2 class only""",
473 # -----------------------------------------------------------------------
474 USELESS = PROC(nom= "USELESS",op = None,
475 # -----------------------------------------------------------------------
476 # -----------------------------------
477 VECTOR_LENGTH = SIMP(statut ='f',
478 # -----------------------------------
481 fr = """longueur du vecteur pour les machines vectorielles.""",
482 ang = """vector length on vector machines.""",
484 # -----------------------------------
485 STEERING_FILE = SIMP(statut ='o',
486 # -----------------------------------
487 typ = ('Fichier','All Files (*)'), max='**',
489 fr = """Nom du fichier contenant les parametres du calcul
490 a realiser. Il peut-etre ecrit par l''utilisateur avec EDAMOX.""",
491 ang = """Name of the file containing the parameters
492 of the computation. Could be written by the user with EDAMOX.""",
494 # -----------------------------------
495 MEAN_DIAMETER_OF_THE_SEDIMENT = SIMP(statut ='o',
496 # -----------------------------------
497 typ = 'R', min=10, max=10,
498 defaut = [.01,.01,.01,.01,.01,.01,.01,.01,.01,.01],
499 fr = """Sets value of diameter dm for particular size class.""",
500 ang = """Sets value of diameter dm for particular size class.""",
502 # -----------------------------------
503 GEOMETRY_FILE_BINARY = SIMP(statut ='o',
504 # -----------------------------------
507 fr = """Type de binaire pour l''ecriture du fichier de geometrie.
508 Ce type depend de la machine ou ce fichier est genere.
509 Les differentes valeurs sont :
510 IBM, pour un fichier sur IBM (depuis un CRAY)
511 I3E, pour un fichier sur HP (depuis un CRAY)
512 STD, pour le type de binaire de la machine ou l''utilisateur
513 travaille. Les commandes standard READ et WRITE sont
515 ang = """Binary file type used for writing the geometry file.
516 This type depends on the machine on which the file was generated.
517 The possible values are as follows :
518 IBM, for a file on an IBM (from a CRAY)
519 I3E, for a file on an HP (from a CRAY)
520 STD, binary type of the machine on which the user is working.
521 The normal READ and WRITE commands are then used.""",
523 # -----------------------------------
524 HYDRODYNAMIC_FILE_BINARY = SIMP(statut ='o',
525 # -----------------------------------
529 ang = """obsolete""",
531 # -----------------------------------
532 BINARY_OF_THE_PREVIOUS_SEDIMENTOLOGICAL_COMPUTATION_FILE = SIMP(statut ='o',
533 # -----------------------------------
536 fr = """Type de binaire pour l''ecriture du fichier precedent
537 sedimentologique. Ce type depend de la machine ou le fichier
538 precedent sedimentologique est genere. Les differentes valeurs
539 sont identiques a celles du fichier de geometrie.""",
540 ang = """Binary file type used for writing the previous
541 sedimentological computation results file.
542 This type depends on the machine on which the file
543 was generated. The possible values are the same as for
544 the geometry file.""",
546 # -----------------------------------
547 RESULTS_FILE_BINARY = SIMP(statut ='o',
548 # -----------------------------------
551 fr = """Type de binaire pour l''ecriture du fichier des resultats.
552 Ce type depend de la machine ou le fichier des resultats est genere.
553 Les differentes valeurs sont identiques a celles du fichier de
555 ang = """Binary file type used for writing the results file.
556 This type depends on the machine on which the file was generated.
557 The possible values are the same as for the geometry file.""",
559 # -----------------------------------
560 REFERENCE_FILE_BINARY = SIMP(statut ='o',
561 # -----------------------------------
564 fr = """Type de binaire pour l''ecriture du fichier de reference.
565 Ce type depend de la machine ou le fichier de reference est genere.
566 Les differentes valeurs sont identiques a celles du fichier
568 ang = """Binary file type used for writing the reference file.
569 This type depends on the machine on which the file was generated.
570 The possible values are the same as for the geometry file.""",
573 # -----------------------------------------------------------------------
574 INPUT_OUTPUT__FILES = PROC(nom= "INPUT_OUTPUT__FILES",op = None,
575 # -----------------------------------------------------------------------
576 # -----------------------------------
577 GEOMETRY_FILE_FORMAT = SIMP(statut ='f',
578 # -----------------------------------
580 into = ['SERAFIN','SERAFIND','MED'],
582 fr = """Format du fichier de geometrie.
583 Les valeurs possibles sont :
584 - SERAFIN : format standard simple precision pour Telemac;
585 - SERAFIND: format standard double precision pour Telemac;
586 - MED : format MED base sur HDF5""",
587 ang = """Geometry file format.
589 - SERAFIN : classical single precision format in Telemac;
590 - SERAFIND: classical double precision format in Telemac;
591 - MED : MED format based on HDF5""",
593 # -----------------------------------
594 NAMES = FACT(statut='o',
595 # -----------------------------------
596 # -----------------------------------
597 GEOMETRY_FILE = SIMP(statut ='f',
598 # -----------------------------------
599 typ = ('Fichier','All Files (*)'), max='**',
600 fr = """Nom du fichier contenant le maillage du calcul a realiser.""",
601 ang = """Name of the file containing the mesh. This file may also
602 contain the topography and the friction coefficients.""",
604 # -----------------------------------
605 HYDRODYNAMIC_FILE = SIMP(statut ='f',
606 # -----------------------------------
607 typ = ('Fichier','All Files (*)'), max='**',
609 fr = """Nom d''un fichier contenant les resultats d''un calcul
610 precedent realise sur le meme maillage. L''hydrodynamique
611 du calcul sera donnee, soit par le dernier pas de temps
612 de ce fichier si le calcul est permanent,
613 soit par les pas de temps representant la maree
614 ou la crue consideree si le calcul est instationnaire
615 Remarque : Si l''on modelise le transport sous l''action
616 combinee du courant et de la houle (mot-cle DE
617 TRANSPORT SOLIDE =4) ce fichier doit contenir non
618 seulement les donnees hydrodynamiques(hauteur d''eau,vitesses)
619 mais aussi les donnees de houle (hauteur de houle, periode de
620 houle).Les donnees de houle peuvent toutefois etre imposees
621 par l''utilisateur dans le sous programme CONDIM.""",
622 ang = """Name of a file containing the results a previous
623 computation made on the same mesh. The hydrodynamic will
624 be given by the last record of the file if the case is
625 steady or, if the case is unsteady, by the time steps
626 describing the tide or flood.
627 Remark :If the bed-load transport under the combined
628 action of currents and wave is modelled (keyword
629 BED-LOAD TRANSPORT FORMULA set equal to 4), this file
630 must contain not only the hydrodynamic data
631 (water height, velocities) but also the wave data
632 (wave height, wave period).However, the user has also
633 the possibility to give the values
634 of the wave data in the subroutine CONDIM.""",
636 # -----------------------------------
637 NAMES_OF_PRIVATE_VARIABLES = SIMP(statut ='f',
638 # -----------------------------------
639 typ = 'TXM', min= 2, max= 2,
640 fr = """Noms des variables privees en 32 caracteres, 16 pour le nom
641 16 pour l''unite. Elles correspondent au bloc PRIVE
642 et peuvent etre lues dans le fichier de geometrie si elles
643 y sont presentes avec leur nom""",
644 ang = """Name of private variables in 32 characters, 16 for the name,
645 16 for the unit. They are stored in the block PRIVE and
646 can be read in the geometry file if they are here with their
649 # -----------------------------------
650 LIQUID_BOUNDARIES_FILE = SIMP(statut ='f',
651 # -----------------------------------
652 typ = ('Fichier','All Files (*)'), max='**',
654 fr = """Fichier de variations en temps des conditions aux limites.
655 Les donnees de ce fichier sont sur le canal SIS\_FILES(SISLIQ)%LU.""",
656 ang = """Variations in time of boundary conditions. Data of this file
657 are read on channel SIS\_FILES(SISLIQ)%LU.""",
661 # -----------------------------------------------------------------------
662 RESULTS = PROC(nom= "RESULTS",op = None,
663 # -----------------------------------------------------------------------
664 # -----------------------------------
665 RESULTS_FILE_FORMAT = SIMP(statut ='f',
666 # -----------------------------------
668 into = ['SERAFIN','SERAFIND','MED'],
670 fr = """Format du fichier de resultats.
671 Les valeurs possibles sont :
672 - SERAFIN : format standard simple precision pour Telemac;
673 - SERAFIND: format standard double precision pour Telemac;
674 - MED : format MED base sur HDF5""",
675 ang = """Results file format. Possible values are:
676 - SERAFIN : classical single precision format in Telemac;
677 - SERAFIND: classical double precision format in Telemac;
678 - MED : MED format based on HDF5""",
680 # -----------------------------------
681 RESULTS_FILE = SIMP(statut ='f',
682 # -----------------------------------
683 typ = ('Fichier','All Files (*)','Sauvegarde'), max='**',
684 fr = """Nom du fichier dans lequel seront ecrits les resultats avec
685 une periodicite donnee par le mot cle PERIODE DE SORTIE GRAPHIQUE.""",
686 ang = """Name of the file into wich the computation results shall be
687 written, the periodicity being given by the keyword
688 GRAPHIC PRINTOUT PERIOD.""",
690 # -----------------------------------
691 VARIABLES_TO_BE_PRINTED = SIMP(statut ='f',
692 # -----------------------------------
693 typ = 'TXM', max='**',
694 into = ["velocity along x axis (m/s)","velocity along y axis (m/s)","wawe celerity (m/s)","water depth (m)","free surface elevation (m)","bottom elevation (m)","Froude number","scalar flowrate of fluid (m2/s)","flowrate along x axis (m2/s)","flowrate along y axis (m2/s)","bed-load discharge (m2/s)","bed-load discharge along x axis (m2/s)","bed-load discharge along y axis (m2/s)","bottom evolution (m)","non erodable bottom","bed friction coefficient (m if Nikuradse)","mean bottom friction (N/m2)","wave angle with axis Oy (deg)","wave height","wave period","fraction of sediment of class i in the first layer","fraction of sediment of class i in the second layer","bed load transport rate of sediment of class i", "thicknes of bed layer i", "concentration of bed layer i ","concentration for class i","saturated concentration (kg/m3)","supplementary variable A","supplementary variable G","supplementary variable L","supplementary variable O","reference level for Nestor "],
696 fr = """Nom des variables que l''utilisateur desire ecrire sur
697 le lisring. Meme possibilites que pour les sorties graphiques.""",
698 ang = """Names of variables the user wants to write on the listing.
699 Each variable is represented by a letter in the same manner as
700 it is done in the graphic results file.""",
702 # -----------------------------------
703 GRAPHIC_PRINTOUT_PERIOD = SIMP(statut ='f',
704 # -----------------------------------
707 fr = """Determine la periode en nombre de pas de temps d''impression
708 des ''VARIABLES POUR LES SORTIES GRAPHIQUES'' (voir ce mot-cle)
709 dans le ''FICHIER DES RESULTATS''.""",
710 ang = """Determines, in number of time steps, the printout period for
711 the ''VARIABLES FOR GRAPHIC PRINTOUTS'' in the ''RESULTS FILE''.""",
713 # -----------------------------------
714 LISTING_PRINTOUT_PERIOD = SIMP(statut ='f',
715 # -----------------------------------
718 fr = """Determine la periode en nombre de pas de temps d''impression
719 des ''VARIABLES A IMPRIMER'' (voir ce mot-cle).
720 La sortie des resultats est effectuee sur le fichier listing
721 (fichier cas\_numerodeprocessus.sortie sur station de travail).""",
722 ang = """Determines, in number of time steps, the printout period of
723 the ''VARIABLES TO BE PRINTED''.
724 The results are printed out on the listing file
725 (file cas\_numerodeprocessus.sortie on a workstation).""",
727 # -----------------------------------
728 MASS_BALANCE = SIMP(statut ='f',
729 # -----------------------------------
732 fr = """Determine si oui ou non le bilan de masse est realise.""",
733 ang = """Determines whether a check of the mass-balance over the domain
736 # -----------------------------------
737 SECTIONS_OUTPUT_FILE = SIMP(statut ='f',
738 # -----------------------------------
739 typ = ('Fichier','All Files (*)','Sauvegarde'),
741 fr = """sections output file, written by the master""",
742 ang = """sections output file, written by the master""",
744 # -----------------------------------
745 C_VSM_RESULTS_FILE = SIMP(statut ='f',
746 # -----------------------------------
747 typ = ('Fichier','All Files (*)','Sauvegarde'), max='**',
749 fr = """Nom du fichier dans lequel seront ecrits les resultats C-VSM du
750 calcul avec la periodicite donnee par le mot cle
751 \telkey{C-VSM FULL PRINTOUT PERIOD}.""",
752 ang = """Name of the file into which the C-VSM results of the computation
753 are written, the periodicity being given by the keyword:
754 \telkey{C-VSM FULL PRINTOUT PERIOD}.""",
756 # -----------------------------------
757 C_VSM_RESULTS_FILE_FORMAT = SIMP(statut ='f',
758 # -----------------------------------
760 into = ['SERAFIN','SERAFIND','MED'],
762 fr = """Format du \telkey{FICHIER DES C-VSM}.
763 Les valeurs possibles sont :
765 \item SERAFIN : format standard simple precision pour \tel ;
766 \item SERAFIND: format standard double precision pour \tel ;
767 \item MED : format MED double precision base sur HDF5.
769 ang = """Format of the \telkey{C-VSM RESULT FILE}. Possible choices are:
771 \item SERAFIN : classical single precision format in \tel,
772 \item SERAFIND: classical double precision format in \tel,
773 \item MED : MED double precision format based on HDF5.
777 # -----------------------------------------------------------------------
778 DATA_FILES = PROC(nom= "DATA_FILES",op = None,
779 # -----------------------------------------------------------------------
780 # -----------------------------------
781 HYDRODYNAMIC_FILE_FORMAT = SIMP(statut ='f',
782 # -----------------------------------
784 into = ['SERAFIN','SERAFIND','MED'],
786 fr = """Format du fichier de resultats du calcul precedent.
787 Les valeurs possibles sont :
788 - SERAFIN : format standard simple precision pour Telemac;
789 - SERAFIND: format standard double precision pour Telemac;
790 - MED : format MED base sur HDF5""",
791 ang = """Previous computation results file format.
793 - SERAFIN : classical single precision format in Telemac;
794 - SERAFIND: classical double precision format in Telemac;
795 - MED : MED format based on HDF5""",
797 # -----------------------------------
798 WAVE_FILE_FORMAT = SIMP(statut ='f',
799 # -----------------------------------
801 into = ['SERAFIN','SERAFIND','MED'],
803 fr = """Format du fichier de houle.
804 Les valeurs possibles sont :
805 - SERAFIN : format standard simple precision pour Telemac;
806 - SERAFIND: format standard double precision pour Telemac;
807 - MED : format MED base sur HDF5""",
808 ang = """Wave file format.
810 - SERAFIN : classical single precision format in Telemac;
811 - SERAFIND: classical double precision format in Telemac;
812 - MED : MED format based on HDF5""",
814 # -----------------------------------
815 FORTRAN_FILE = SIMP(statut ='f',
816 # -----------------------------------
817 typ = ('Fichier','All Files (*)'), max='**',
819 fr = """Nom du fichier FORTRAN a soumettre.""",
820 ang = """Name of FORTRAN file to be submitted.""",
822 # -----------------------------------
823 BOUNDARY_CONDITIONS_FILE = SIMP(statut ='f',
824 # -----------------------------------
825 typ = ('Fichier','All Files (*)'), max='**',
826 fr = """Nom du fichier contenant les types de conditions aux limites.
827 Ce fichier est rempli de facon automatique par le mailleur au moyen de
828 couleurs affectees aux noeuds des frontieres du domaine de calcul.""",
829 ang = """Name of the file containing the types of boundary conditions.
830 This file is filled automatically by the mesh generator through
831 colours that are assigned to the computation domain boundary nodes.""",
833 # -----------------------------------
834 WAVE_FILE = SIMP(statut ='f',
835 # -----------------------------------
836 typ = ('Fichier','All Files (*)'), max='**',
838 fr = """Nom d''un fichier contenant les resultats d''un calcul
839 precedent TOMAWAC realise sur le meme maillage. La houle sera donnee,
840 par le dernier pas de temps
841 de ce fichier . Seules les donnees de houle de ce fichier
842 seront conservees (hauteur de houle, periode de
843 houle, angle de la houle).
844 Les donnees hydrodynamiques(hauteur d''eau,vitesses) seront lues
845 dans le fichier hydrodynamique (Verifier la compatibilite !!!)
846 Les donnees de houle peuvent aussi etre imposees
847 par l''utilisateur dans le sous programme CONDIM\_SISYPHE.
848 ou encore lues dans le fichier hydrodynamique.""",
849 ang = """Name of a file containing the results a previous
850 TOMAWAC computation made on the same mesh. The wave data (wave height,
851 wave period, wave angle ) will
852 be given by the last record of the file.
853 The user has to verify that both informations (wave and current data)
855 Remark :The wave data can also be specified in
856 the hydrodynamic file. the user has also
857 the possibility to give the values
858 of the wave data in the subroutine CONDIM.
859 This is recommended for non-steady flow simulation.""",
861 # -----------------------------------
862 BOTTOM_TOPOGRAPHY_FILE = SIMP(statut ='f',
863 # -----------------------------------
864 typ = ('Fichier','All Files (*)'), max='**',
866 fr = """Nom du fichier facultatif contenant la bathymetrie
867 associee au maillage.""",
868 ang = """Name of the possible file containing the bathymetric data.""",
870 # -----------------------------------
871 SECTIONS_INPUT_FILE = SIMP(statut ='f',
872 # -----------------------------------
873 typ = ('Fichier','All Files (*)'),
875 fr = """sections input file, partitioned""",
876 ang = """sections input file, partitioned""",
879 # -----------------------------------------------------------------------
880 INITIAL_CONDITIONS = PROC(nom= "INITIAL_CONDITIONS",op = None,
881 # -----------------------------------------------------------------------
882 # -----------------------------------
883 PREVIOUS_SEDIMENTOLOGICAL_COMPUTATION_FILE_FORMAT = SIMP(statut ='f',
884 # -----------------------------------
886 into = ['SERAFIN','SERAFIND','MED'],
888 fr = """Format du fichier de resultats du calcul precedent.
889 Les valeurs possibles sont :
890 - SERAFIN : format standard simple precision pour Telemac;
891 - SERAFIND: format standard double precision pour Telemac;
892 - MED : format MED base sur HDF5""",
893 ang = """Previous computation results file format.
895 - SERAFIN : classical single precision format in Telemac;
896 - SERAFIND: classical double precision format in Telemac;
897 - MED : MED format based on HDF5""",
899 # -----------------------------------
900 PREVIOUS_SEDIMENTOLOGICAL_COMPUTATION_FILE = SIMP(statut ='f',
901 # -----------------------------------
902 typ = ('Fichier','All Files (*)'), max='**',
904 fr = """Nom d''un fichier contenant les resultats d''un
905 calcul precedent sedimentologique realise sur le meme maillage
906 et dont le dernier pas de temps enregistre va fournir les
907 conditions initiales pour une suite de de calcul.""",
908 ang = """Name of a file containing the results of an
909 earlier sedimentological computation which was made
910 on the same mesh. The last recorded time step will provide
911 the initial conditions for the new computation.""",
913 # -----------------------------------
914 COMPUTATION_CONTINUED = SIMP(statut ='f',
915 # -----------------------------------
918 fr = """Determine si le calcul en cours est independant de tout autre
919 resultat ou est une reprise effectuee a partir du resultat d''un calcul
921 NON : Il s''agit du premier passage pour ce calcul et il est necessaire
922 de definir un jeu complet de conditions initiales
923 OUI : Il s''agit d''une reprise de calcul :
924 les conditions initiales sont constituees par le dernier pas de temps du
925 FICHIER PRECEDENT SEDIMENTOLOGIQUE du fichier des parametres utilise
926 pour soumettre le calcul.
927 Par contre, l''ensemble des donnees du fichier des parametres
928 peuvent etre redefinies
929 De meme, il est necessaire de definir des conditions aux limites""",
930 ang = """Determines whether the computation under way is an independent
931 result or is following an earlier result.
932 NO: It is the first run for this computation and a whole set of
933 initial conditions should be defined.
934 YES: It follows a former computation:
935 the initial conditions consist in the last time step of the
936 PREVIOUS COMPUTATION FILE
937 in the steering file used for submitting the computation.
938 All the data from the steering file may be defined once again, which
939 provides an opportunity to change, for example, the time step.
940 It is also possible to define new boundary conditions.""",
943 # -----------------------------------------------------------------------
944 INPUT_OUTPUT__GRAPHICS_AND_LISTING = PROC(nom= "INPUT_OUTPUT__GRAPHICS_AND_LISTING",op = None,
945 # -----------------------------------------------------------------------
946 # -----------------------------------
947 VARIABLES_FOR_GRAPHIC_PRINTOUTS = SIMP(statut ='f',
948 # -----------------------------------
949 typ = 'TXM', min=0, max='**',
950 into = ["velocity along x axis (m/s)","velocity along y axis (m/s)","wawe celerity (m/s)","water depth (m)","free surface elevation (m)","bottom elevation (m)","Froude number","scalar flowrate of fluid (m2/s)","flowrate along x axis (m2/s)","flowrate along y axis (m2/s)","bed-load discharge (m2/s)","bed-load discharge along x axis (m2/s)","bed-load discharge along y axis (m2/s)","bottom evolution (m)","non erodable bottom","total bed roughness (m)","Bed Shear stress (Totalfriction) (N/m2)","Skin friction correction factor","Mean grain diameter","wave angle with axis Oy (deg)","suspended load transport rate (m2/s)","bed load transport rate (m2/s)","wave height","wave period","wave orbital velocity (m/s)","fraction of sediment of class i in the first layer","fraction of sediment of class i in the second layer","fraction of sediment of class i in the k layer","thickness of the k layer","concentration of bed layer k","bed load transport rate of sediment of class i","concentration volumic or mass concentration for class i","saturated concentration (kg/m3)","supplementary variable A","supplementary variable G","supplementary variable L","supplementary variable O","reference level for Nestor "],
951 defaut = ["velocity along x axis (m/s)","velocity along y axis (m/s)","water depth (m)","free surface elevation (m)","bottom elevation (m)","non erodable bottom","bottom evolution (m)"],
952 fr = """Noms des variables que l''utilisateur veut ecrire dans
953 le fichier des resultats.
954 Chaque variable est representee par une lettre.
955 Le choix des separateurs est libre. Voir CHOIX ci-dessus.
956 On peut utiliser *, *A* signifie : toutes les fractions""",
957 ang = """Names of variables the user wants to write
958 into the graphic results file.
959 Each variable is represented by a letter. See CHOIX1 above.
960 One can use *, *A* means all fractions""",
963 # -----------------------------------------------------------------------
964 TIME = PROC(nom= "TIME",op = None,
965 # -----------------------------------------------------------------------
966 # -----------------------------------
967 STARTING_TIME_OF_THE_HYDROGRAM = SIMP(statut ='f',
968 # -----------------------------------
971 fr = """Ce mot cle fixe le temps auquel le calcul SISYPHE debute
972 sauf en cas de suite de calcul car le temps initial est
973 alors lu sur le FICHIER PRECEDENT SEDIMENTOLOGIQUE. En non
974 permanent, ce mot cle designe de plus le temps correspondant
975 au premier enregistrement a lire dans le "fichier du calcul
976 precedent" contenant les donnees hydrodynamiques.""",
977 ang = """this key word specifies the time when SISYPHE computation
978 begins except when a computation is continued (the initial time
979 is then read on the "previous sendimentological file".
980 For an unsteady case, it moreover specifies the time which
981 corresponds to the 1st record to be read in the "previous
982 computation file"(the file which contains the hydrodynamic
985 # -----------------------------------
986 NUMBER_OF_TIME_STEPS = SIMP(statut ='f',
987 # -----------------------------------
990 fr = """Definit, en permanent, le nombre de pas de temps effectues
991 lors de l''execution du code. En non permanent, ce mot-cle
992 n''est pas utilise.""",
993 ang = """Specifies, for a steady case, the number of time steps
994 performed when running the code. For an unsteady case, this
995 keyword is not used.""",
997 # -----------------------------------
998 TIME_STEP = SIMP(statut ='f',
999 # -----------------------------------
1002 fr = """Definit le pas de temps du calcul en secondes en
1003 permanent. En non permanent, ce pas de temps est donne par le
1004 pas de sortie graphique du fichier precedent. Mais si aucun
1005 nom n''est donne pour le ''FICHIER DU CALCUL PRECEDENT'' (les
1006 variables hydrodynamiques pouvant etre imposees dans CONDIM),
1007 la valeur du pas de temps donnee dans le fichier des
1008 parametres est la aussi consideree.
1009 Remarque : si le mot-cle "PAS DE TEMPS VARIABLE EST EGAL A OUI"
1010 le pas de temps necessaire a une bonne resolution est calcule
1011 dans le code et des sous iterations sont realisees.""",
1012 ang = """Specifies the time step in seconds in steady case.
1013 For an unsteady case, this time step is fixed by the graphic
1014 printout period of the previous computation file, except if
1015 no name is given for the ''HYDRODYNAMIC FILE'' in
1017 Remark : If the keyword ''VARIABLE TIME STEP'' is set equal
1018 to yes, the time step required for a correct resolution is
1019 computed in the code and sub-iterations are performed""",
1021 # -----------------------------------
1022 NUMBER_OF_SUB_ITERATIONS = SIMP(statut ='f',
1023 # -----------------------------------
1026 fr = """permet de realiser des sous iterations au sein de la
1027 boucle en temps (En mode non permananet).
1028 Peut etre utile en non permanent lorsque le
1029 pas de temps qui est donne par le pas de sortie graphique du
1030 FICHIER DE CALCUL PRECEDENT est trop grand.""",
1031 ang = """enable to realize sub-iteration inside a time step
1032 (this key word is not used if the key word VARIABLE TIME-STEP
1033 is set equal to yes). It could be useful for a non steady case
1034 be useful for a non steady case when the time step which is fixed
1035 by the graphic printout period of the HYDRODYNAMIC FILE
1038 # -----------------------------------
1039 NUMBER_OF_TIDES_OR_FLOODS = SIMP(statut ='f',
1040 # -----------------------------------
1043 fr = """En non permanent, definit le nombre de marees ou de crues
1044 effectuees lors de l''execution du code.En permanent, ce mot-cle
1045 n''est pas utilise.""",
1046 ang = """For an unsteady case, specifies the number of tides or
1047 floods performed when running the code. For a steady case, this
1048 keyword is not used.""",
1050 # -----------------------------------
1051 ORIGINAL_HOUR_OF_TIME = SIMP(statut ='f',
1052 # -----------------------------------
1053 typ = 'I', min= 3, max= 3,
1055 fr = """Permet de fixer l''heure d''origine des temps du modele lors
1056 de la prise en compte de la force generatrice de la maree.""",
1057 ang = """Give the time of the time origin of the model when taking into
1058 account of the tide generator force.""",
1060 # -----------------------------------
1061 ORIGINAL_DATE_OF_TIME = SIMP(statut ='f',
1062 # -----------------------------------
1063 typ = 'I', min= 3, max= 3,
1065 fr = """Permet de fixer la date d''origine des temps du modele lors
1066 de la prise en compte de la force generatrice de la maree.""",
1067 ang = """Give the date of the time origin of the model when taking into
1068 account the tide generating force.""",
1070 # -----------------------------------
1071 TIDE_PERIOD = SIMP(statut ='f',
1072 # -----------------------------------
1075 fr = """Fixe la valeur de la periode de l''evenement
1076 (maree ou crue) en non permanent.""",
1077 ang = """Sets the period of the event (tide or flood)
1078 for an unsteady case.""",
1081 # -----------------------------------------------------------------------
1082 EQUATIONS__BOUNDARY_CONDITIONS = PROC(nom= "EQUATIONS__BOUNDARY_CONDITIONS",op = None,
1083 # -----------------------------------------------------------------------
1084 # -----------------------------------
1085 PRESCRIBED_SOLID_DISCHARGES = SIMP(statut ='f',
1086 # -----------------------------------
1087 typ = 'R', min= 2, max= 2,
1088 fr = """ Valeurs des debits solides imposes aux frontieres
1089 liquides entrantes (m3/s sans les vides).
1090 Une valeur par frontiere liquide""",
1091 ang = """Values of prescribed solid discharges
1092 at the inflow boundaries (m3/s without voids).
1093 One value per liquid boundary""",
1096 # -----------------------------------------------------------------------
1097 SOLVER = PROC(nom= "SOLVER",op = None,
1098 # -----------------------------------------------------------------------
1099 # -----------------------------------
1100 SOLVER = SIMP(statut ='f',
1101 # -----------------------------------
1103 into = ["conjugate gradient on a normal equation","conjugate gradient","conjugate residual","minimum error","cgstab","gmres","direct"],
1104 defaut = ["conjugate gradient on a normal equation"],
1105 fr = """Permet de choisir le solveur utilise pour la resolution de
1106 l''equation de continuite sur le fond (ce parametre n''est utilise
1107 que si le mot cle MASS LUMPING est egal a faux). Toutes les methodes
1108 proposees actuellement s''apparentent au Gradient Conjugue. Ce sont :
1109 1 : gradient conjugue
1111 3 : gradient conjugue sur equation normale
1113 5 : gradient conjugue carre (non programme)
1114 6 : gradient conjugue carre stabilise (cgstab)
1115 7 : gmres (voir aussi option du solveur)""",
1116 ang = """Makes it possible to select the solver used for solving the
1117 bottom evolution equation (Used only if the key-word MASS LUMPING
1118 is equal to false). All the currently available methods are
1119 variations of the Conjugate Gradient method. They are as follows:
1120 1: conjugate gradient
1121 2: conjugate residual
1122 3: conjugate gradient on a normal equation
1124 5: conjugate gradient squared (not implemented)
1125 6: conjugate gradient squared stabilised (cgstab)
1126 7: gmres (see option for solver)""",
1128 # -----------------------------------
1129 SOLVER_OPTION = SIMP(statut ='f',
1130 # -----------------------------------
1133 fr = """si le solveur est GMRES (7) le mot cle est la dimension de
1134 l''espace de KRILOV (valeurs conseillees entre 2 et 15). Ce parametre
1135 n''est utilise que si le mot cle MASS LUMPING est egal a faux.""",
1136 ang = """WHEN GMRES (7) IS CHOSEN, DIMENSION OF THE KRYLOV SPACE
1137 TRY VALUES BETWEEN 2 AND 15. Used only if the key-word MASS LUMPING
1138 is equal to false""",
1140 # -----------------------------------
1141 PRECONDITIONING = SIMP(statut ='f',
1142 # -----------------------------------
1144 into = ["diagonal","no preconditioning","diagonal condensee","crout","diagonal and crout","diagonal condensed and crout"],
1145 defaut = ["diagonal"],
1146 fr = """Permet de preconditionner le systeme lineaire afin d''accelerer
1147 la convergence lors de sa resolution (ce parametre n''est utilise que
1148 si le mot cle MASS LUMPING est egal a faux).
1149 - 0 : pas de preconditionnement;
1150 - 2 : preconditionnement diagonal.
1151 - 3 : preconditionnement diagonal-bloc
1152 - 7 : preconditionnement de Crout par element.
1153 Certains preconditionnements sont cumulables
1154 (les diagonaux 2 ou 3 avec les autres)
1155 Pour cette raison on ne retient que les nombres premiers pour
1156 designer les preconditionnements. Si l''on souhaite en cumuler
1157 plusieurs on formera le produit des options correspondantes.""",
1158 ang = """Choice of the preconditioning in the resolution of the linear
1159 system that the convergence is speeded up when it is being solved (Used
1160 only if the key-word MASS LUMPING is equal to false).
1161 0: no preconditioning
1162 2: diagonal preconditioning
1163 3: diagonal preconditioning with the condensed matrix
1164 7: Crout''s preconditioning per element (not implemented).
1165 Some operations (either 2 or 3 diagonal preconditioning) can be
1166 performed concurrently with the others.
1167 Only prime numbers are therefore kept to denote the preconditioning
1168 operations. When several of them are to be performed concurrently,
1169 the product of relevant options shall be made.""",
1171 # -----------------------------------
1172 MAXIMUM_NUMBER_OF_ITERATIONS_FOR_SOLVER = SIMP(statut ='f',
1173 # -----------------------------------
1176 fr = """Les algorithmes utilises pour la resolution de l''etape de
1177 propagation etant iteratifs; il est necessaire de limiter le nombre
1178 d''iterations autorisees.
1179 Remarque : Ce parametre n''est utilise que si le mot cle MASS LUMPING
1180 est egal a faux.""",
1181 ang = """Since the algorithms used for solving the propagation step are
1182 iterative, the allowed number of iterations should be limited.
1183 NOTE:Used only if the key-word MASS LUMPING is equal to false .""",
1185 # -----------------------------------
1186 SOLVER_OPTION_FOR_SUSPENSION = SIMP(statut ='f',
1187 # -----------------------------------
1190 fr = """Parametre supplementaire disponible pour le solveur.
1191 Dans le cas du solveur gmres, il s''agit de la dimension
1192 de l''espace de Krylov.""",
1195 # -----------------------------------
1196 MAXIMUM_NUMBER_OF_ITERATIONS_FOR_SOLVER_FOR_SUSPENSION = SIMP(statut ='f',
1197 # -----------------------------------
1203 # -----------------------------------
1204 SOLVER_ACCURACY = SIMP(statut ='f',
1205 # -----------------------------------
1208 fr = """Precision demandee pour la resolution du systeme
1209 (ce parametre n''est utilise que si le mot cle MASS LUMPING
1210 est egal a faux).""",
1211 ang = """Required accuracy for solving the linear system
1212 (used only if the key word MASS LUMPING is equal to false).""",
1214 # -----------------------------------
1215 SOLVER_ACCURACY_FOR_SUSPENSION = SIMP(statut ='f',
1216 # -----------------------------------
1222 # -----------------------------------
1223 PRECONDITIONING_FOR_SUSPENSION = SIMP(statut ='f',
1224 # -----------------------------------
1226 into = ["diagonal","no preconditioning","diagonal condensee","crout"],
1227 defaut = ["diagonal"],
1228 fr = """Permet de preconditionner le systeme de l''etape de propagation
1229 afin d''accelerer la convergence lors de sa resolution.
1230 - 0 : pas de preconditionnement,
1231 - 2 : preconditionnement diagonal.
1232 - 3 : preconditionnement diagonal avec la matrice condensee.
1233 - 7 : preconditionnement de Crout par element.
1234 Certains preconditionnements sont cumulables
1235 (les diagonaux 2 ou 3 avec les autres)
1236 Pour cette raison on ne retient que les nombres premiers pour
1237 designer les preconditionnements. Si l''on souhaite en cumuler
1238 plusieurs on formera le produit des options correspondantes.""",
1242 # -----------------------------------------------------------------------
1243 NUMERICAL = PROC(nom= "NUMERICAL",op = None,
1244 # -----------------------------------------------------------------------
1245 # -----------------------------------
1246 MASS_LUMPING = SIMP(statut ='f',
1247 # -----------------------------------
1250 fr = """Si oui, on effectue du mass-lumping sur la cote du fond.
1251 Ceci revient a ramener toute la matrice de masse sur sa
1252 diagonale lors de la resolution du systeme. Cette technique permet
1253 d''accelerer le code et de le rendre egalement plus stable. Cependant,
1254 les solutions obtenues se trouvent lissees.""",
1255 ang = """If this key word is equal to yes, the mass matrix is then
1256 condensed on its diagonal.This technique is used to accelerate the
1257 computation and also to make it more stable.However, the solutions
1258 obtained are smoothed.""",
1260 # -----------------------------------
1261 TETA = SIMP(statut ='f',
1262 # -----------------------------------
1265 fr = """Definit le coefficient d''implicitation du schema numerique.""",
1266 ang = """Specifies the implicitation coefficient of the numerical
1269 # -----------------------------------
1270 ZERO = SIMP(statut ='f',
1271 # -----------------------------------
1274 fr = """Fixe le zero du code.""",
1275 ang = """Sets the zero of the code.""",
1277 # -----------------------------------
1278 FINITE_VOLUMES = SIMP(statut ='f',
1279 # -----------------------------------
1282 fr = """Methodes volumes finis ou pas""",
1283 ang = """Set finite volumes method or not""",
1285 # -----------------------------------
1286 TYPE_OF_ADVECTION = SIMP(statut ='f',
1287 # -----------------------------------
1289 into = ["CHARACTERISTICS","SUPG","CONSERVATIVE N-SCHEME","CONSERVATIVE N-SCHEME","CONSERVATIVE PSI-SCHEME","NON CONSERVATIVE PSI SCHEME","IMPLICIT NON CONSERVATIVE N SCHEME","EDGE-BASED N-SCHEME","EDGE-BASED N-SCHEME","ERIA SCHEME"],
1290 defaut = ["CHARACTERISTICS"],
1291 fr = """Determine le schema utilise pour la convection :
1293 2: schema semi-implicite + supg
1296 6: schema psi non conservatif
1297 7: schema N non conservatif
1298 13 et 14: schema N par segment (recommande pour les bancs decouvrants)""",
1299 ang = """Scheme used for advection of suspended sediment :
1301 2: semi-implicit SUPG
1304 6: non conservative psi scheme
1305 7: non conservative N scheme
1306 13 et 14: Edge-based N scheme (recommended for tidal flats)""",
1308 # -----------------------------------
1309 SUPG_OPTION = SIMP(statut ='f',
1310 # -----------------------------------
1316 # -----------------------------------
1317 MATRIX_VECTOR_PRODUCT = SIMP(statut ='f',
1318 # -----------------------------------
1324 # -----------------------------------
1325 MATRIX_STORAGE = SIMP(statut ='f',
1326 # -----------------------------------
1332 # -----------------------------------
1333 OPTION_FOR_THE_DIFFUSION_OF_TRACER = SIMP(statut ='f',
1334 # -----------------------------------
1336 into = ["div( nu grad(T) )","1/h div ( h nu grad(T)"],
1337 defaut = ["div( nu grad(T) )"],
1338 fr = """1: Diffusion de la forme div( nu grad(T) )
1339 2: Diffusion de la forme 1/h div ( h nu grad(T) )""",
1340 ang = """1: Diffusion in the form div( nu grad(T) )
1341 2: Diffusion in the form 1/h div ( h nu grad(T) )""",
1344 # -----------------------------------------------------------------------
1345 NUMERICAL_PARAMETERS = PROC(nom= "NUMERICAL_PARAMETERS",op = None,
1346 # -----------------------------------------------------------------------
1347 # -----------------------------------
1348 MAXIMUM_NUMBER_OF_ITERATIONS_FOR_ADVECTION_SCHEMES = SIMP(statut ='f',
1349 # -----------------------------------
1352 fr = """Seulement pour schemes 13 et 14.
1353 Ancienne valeur par defaut = 10 jusqu en version 8.1.""",
1354 ang = """Only for schemes 13 and 14.
1355 Old default value = 10 until release 8.1.""",
1357 # -----------------------------------
1358 GENERAL = FACT(statut='o',
1359 # -----------------------------------
1360 # -----------------------------------
1361 PARTITIONING_TOOL = SIMP(statut ='f',
1362 # -----------------------------------
1364 into = ['METIS','SCOTCH','PARMETIS','PTSCOTCH'],
1366 fr = """CHOIX DU PARTITIONNEUR
1372 ang = """PARTITIONING TOOL SELECTION
1379 # -----------------------------------
1380 NUMBER_OF_CORRECTIONS_OF_DISTRIBUTIVE_SCHEMES = SIMP(statut ='f',
1381 # -----------------------------------
1384 fr = """Pour les options avec predicteur-correcteur""",
1385 ang = """For predictor-corrector options""",
1387 # -----------------------------------
1388 NUMBER_OF_SUB_STEPS_OF_DISTRIBUTIVE_SCHEMES = SIMP(statut ='f',
1389 # -----------------------------------
1392 fr = """Pour les options predicteur-correcteur
1393 avec schema localement implicite""",
1394 ang = """Only for implicit scheme with predictor-corrector""",
1396 # -----------------------------------
1397 TREATMENT_OF_FLUXES_AT_THE_BOUNDARIES = SIMP(statut ='f',
1398 # -----------------------------------
1400 into = ["Priority to prescribed values","Priority to fluxes"],
1401 defaut = ["Priority to fluxes"],
1402 fr = """Utilise pour les schemas PSI et N, avec option 2, on ne retrouve
1403 pas exactement les valeurs imposees des traceurs,
1404 mais le flux est correct""",
1405 ang = """Used so far only with the PSI and N schemes.
1406 With option 2, Dirichlet prescribed values are not obeyed,
1407 but the fluxes are correct""",
1409 # -----------------------------------
1410 BED_ROUGHNESS_PREDICTOR_OPTION = SIMP(statut ='f',
1411 # -----------------------------------
1414 fr = """1 : Fond plat ks=KSPRATIO D50,
1415 2: Fond ride (methode de Wiberg et Harris),
1416 3: Dunes et megarides (methode de Van Rijn)""",
1417 ang = """1: Flat bed, 2: Rippled bed,
1418 3: Dunes and mega ripples (Method of Van Rijn)""",
1421 # -----------------------------------
1422 SOLVER = FACT(statut='o',
1423 # -----------------------------------
1424 # -----------------------------------
1425 SUSPENSION = FACT(statut='o',
1426 # -----------------------------------
1427 # -----------------------------------
1428 SOLVER_FOR_SUSPENSION = SIMP(statut ='f',
1429 # -----------------------------------
1431 into = ["conjugate gradient","conjugate residual","conjugate gradient on a normal equation","minimum error","gmres (see option for the solver for tracer diffusion)","direct"],
1432 defaut = ["conjugate gradient on a normal equation"],
1433 fr = """Permet de choisir le solveur utilise pour la resolution
1434 de l''etape de propagation. Toutes les methodes proposees
1435 actuellement s''apparentent au Gradient Conjugue. Ce sont :
1436 1 : gradient conjugue
1438 3 : gradient conjugue sur equation normale
1445 # -----------------------------------
1446 AUTOMATIC_DIFFERENTIATION = FACT(statut='o',
1447 # -----------------------------------
1448 # -----------------------------------
1449 AD_NUMBER_OF_DERIVATIVES = SIMP(statut ='f',
1450 # -----------------------------------
1453 fr = """Definit le nombre de derivees utilisateurs, dans le cadre
1454 de la differentiation algorithmique.""",
1455 ang = """Defines the number of user derivatives, within the framework
1456 of the algorithmic differentiation.""",
1458 # -----------------------------------
1459 AD_NAMES_OF_DERIVATIVES = SIMP(statut ='f',
1460 # -----------------------------------
1461 typ = 'TXM', min= 2, max= 2,
1462 fr = """Noms des derivees utilisateurs en 32 caracteres,
1463 16 pour le nom, 16 pour l''unite""",
1464 ang = """Name of user derivatives in 32 characters,
1465 16 for the name, 16 for the unit.""",
1467 # -----------------------------------
1468 AD_NUMBER_OF_DIRECTIONS = SIMP(statut ='f',
1469 # -----------------------------------
1472 fr = """Definit le nombre de directions de differentiateurs.""",
1473 ang = """Defines the number of directions for the differentiators""",
1475 # -----------------------------------
1476 AD_SYMBOLIC_LINEAR_SOLVER = SIMP(statut ='f',
1477 # -----------------------------------
1480 fr = """Permet le solveur lineaire symbolique pour l AD.""",
1481 ang = """Enables the symbolic linear solver for AD.""",
1483 # -----------------------------------
1484 AD_LINEAR_SOLVER_RESET_DERIVATIVES = SIMP(statut ='f',
1485 # -----------------------------------
1488 fr = """Remet a zero les derivees pour l AD.""",
1489 ang = """Resets the derivatives for AD.""",
1491 # -----------------------------------
1492 AD_LINEAR_SOLVER_DERIVATIVE_CONVERGENCE = SIMP(statut ='f',
1493 # -----------------------------------
1496 fr = """Solveur lineaire iteratif : test de convergence des derivees
1498 ang = """Iterative linear solvers: derivative convergence test for AD.""",
1502 # -----------------------------------------------------------------------
1503 PHYSICS = PROC(nom= "PHYSICS",op = None,
1504 # -----------------------------------------------------------------------
1505 # -----------------------------------
1506 WATER_DENSITY = SIMP(statut ='f',
1507 # -----------------------------------
1510 fr = """Fixe la valeur de la masse volumique de l''eau.""",
1511 ang = """sets the value of water density.""",
1513 # -----------------------------------
1514 SEDIMENT_DENSITY = SIMP(statut ='f',
1515 # -----------------------------------
1518 fr = """Fixe la valeur de la masse volumique du sediment
1520 ang = """sets the value of the sediment density
1523 # -----------------------------------
1524 NON_COHESIVE_BED_POROSITY = SIMP(statut ='f',
1525 # -----------------------------------
1528 fr = """la concentration volumique du lit est definie par
1530 Ce parametre est utilise pour les sediments non-cohesifs.""",
1531 ang = """The bed volume concentration CSF=(1-porosity) is used to
1532 calculate the bed evolution of non-cohesive sand transport.""",
1534 # -----------------------------------
1535 GRAVITY_ACCELERATION = SIMP(statut ='f',
1536 # -----------------------------------
1539 fr = """Fixe la valeur de l''acceleration de la pesanteur.
1541 ang = """Sets the value of the acceleration due to gravity.
1544 # -----------------------------------
1545 WATER_VISCOSITY = SIMP(statut ='f',
1546 # -----------------------------------
1549 fr = """Definit la viscosite cinematique de l''eau.
1551 ang = """Specifies the water kinematic viscosity.
1554 # -----------------------------------
1555 SETTLING_LAG = SIMP(statut ='f',
1556 # -----------------------------------
1559 fr = """Uses the velocity profile based on the Miles approximation""",
1560 ang = """Uses the velocity profile based on the Miles approximation""",
1563 # -----------------------------------------------------------------------
1564 SUSPENSION = PROC(nom= "SUSPENSION",op = None,
1565 # -----------------------------------------------------------------------
1566 # -----------------------------------
1567 SETTLING_VELOCITIES = SIMP(statut ='f',
1568 # -----------------------------------
1569 typ = 'R', min=10, max=10,
1570 fr = """Pas de valeur par defaut
1571 Si non donne par l utilisateur, on utilise la subroutine vitchu-sisyphe
1573 formules de Stokes, Zanke ou Van Rijn, selon la taille des grains""",
1574 ang = """The default value is not given. If the user does not
1575 give a value, the subroutine vitchu-sisyphe is used:
1576 Stockes, Zanke or Van Rijn formulae depending on the grain size""",
1578 # -----------------------------------
1579 SUSPENSION = SIMP(statut ='f',
1580 # -----------------------------------
1583 fr = """calcul avec suspension""",
1586 # -----------------------------------
1587 DISPERSION_ALONG_THE_FLOW = SIMP(statut ='f',
1588 # -----------------------------------
1594 # -----------------------------------
1595 DISPERSION_ACROSS_THE_FLOW = SIMP(statut ='f',
1596 # -----------------------------------
1602 # -----------------------------------
1603 EQUILIBRIUM_INFLOW_CONCENTRATION = SIMP(statut ='f',
1604 # -----------------------------------
1607 fr = """impose la concentration en entree du domaine et les
1608 concentrations initiales en utilisant la formule de Fredsoe pour les
1609 sediments non-cohesifs""",
1610 ang = """impose the equilibrium concentration for the inflow and at t=0
1611 in the whole domain thanks to the formula of Fredsoe for non cohesive
1614 # -----------------------------------
1615 REFERENCE_CONCENTRATION_FORMULA = SIMP(statut ='f',
1616 # -----------------------------------
1619 fr = """1 : formule de Zyserman et Fredsoe
1620 2 : methode de Bijker. La concentration au fond
1621 est reliee au taux de transport par charriage
1622 3 : formule de Van Rijn (1987)
1623 4 : formule de Soulsy\_van Rijn""",
1624 ang = """1 : Zysderman and Fredsoe, equilibrium formula
1625 2: Bijker method. The near bed concentration
1626 is related to the bedload . This option cannot be used
1627 without bedload transport
1629 4: Soulsby\_van Rijn formula""",
1631 # -----------------------------------
1632 CORRECTION_ON_CONVECTION_VELOCITY = SIMP(statut ='f',
1633 # -----------------------------------
1636 fr = """Modification du champ convecteur 2D pour prise en compte du
1637 gradient vertical de vitesse et concentration""",
1638 ang = """Modification of 2D convection velocities to account for
1639 velocity and concentration profiles""",
1641 # -----------------------------------
1642 INITIAL_SUSPENSION_CONCENTRATIONS = SIMP(statut ='f',
1643 # -----------------------------------
1644 typ = 'R', min= 2, max= 2,
1645 fr = """Pour la suspension, sert a initialiser la valeur
1646 de la concentration volumique pour chaque classe. ne sera pas pris
1647 en compte si CONCENTRATION EN ENTREE IMPOSEE=OUI""",
1648 ang = """In case of suspension, will be used to initialize the value
1649 of volume concentration for each class. Will not be used if
1650 EQUILIBRIUM INFLOW CONCENTRATION=YES""",
1652 # -----------------------------------
1653 CONCENTRATION_PER_CLASS_AT_BOUNDARIES = SIMP(statut ='f',
1654 # -----------------------------------
1655 typ = 'R', min= 2, max= 2,
1656 fr = """Pour la suspension, sert a initialiser la valeur
1657 de la concentration volumique de chaque classe pour chaque frontiere
1658 ordre : frontiere 1 (classe 1, classe 2, etc.) , puis frontiere 2, etc""",
1659 ang = """In case of suspension, will be used to initialize the value
1660 of volume concentration for each class and each boundary
1661 order: boundary 1 (class 1, class2, etc., then boundary 2, etc.""",
1663 # -----------------------------------
1664 DIFFUSION = SIMP(statut ='f',
1665 # -----------------------------------
1668 fr = """Prise en compte de la diffusion de la concentration de sediment
1670 ang = """If yes, diffusion of the concentration of suspended
1671 sediment is done""",
1673 # -----------------------------------
1674 OPTION_FOR_THE_DISPERSION = SIMP(statut ='f',
1675 # -----------------------------------
1678 fr = """ 1 les mots cles dispersion longitudinale
1679 et dispersion transversale permettent d affecter une valeur constante,
1680 2 K1=alphal u*h et K2=alphat u*h affectent les valeurs alphal et alphat
1681 (par default alphal=6 et alphat=0.6, 3 dipersion fournie par
1683 ang = """ 1 les mots cles dispersion longitudinale
1684 et dispersion transversale permettent d affecter une valeur constante,
1685 2 K1=alphal u*h et K2=alphat u*h affectent les valeurs alphal et alphat
1686 (par default alphal=6 et alphat=0.6, 3 dipersion fournie par
1689 # -----------------------------------
1690 TETA_SUSPENSION = SIMP(statut ='f',
1691 # -----------------------------------
1694 fr = """facteur implicitation du terme de depot et de la diffusion.
1695 si teta =0, tout le terme de depot est traite de maniere explicite.""",
1696 ang = """ implicitation factor for the deposition flux and the diffusion.
1697 for teta =0, the deposition flux is only explicit.""",
1699 # -----------------------------------
1700 CRITICAL_SHEAR_VELOCITY_FOR_MUD_DEPOSITION = SIMP(statut ='f',
1701 # -----------------------------------
1704 fr = """Vitesse critique de depot de la vase (m/s)""",
1705 ang = """Critical shear velocity for deposition (m/s)""",
1707 # -----------------------------------
1708 PARTHENIADES_CONSTANT = SIMP(statut ='f',
1709 # -----------------------------------
1712 fr = """constante de la loi d''erosion de la vase (Kg/m2/s)""",
1713 ang = """constant of the Krone and Partheniades erosion law (Kg/m2/s)""",
1716 # -----------------------------------------------------------------------
1717 BED_MATERIAL = PROC(nom= "BED_MATERIAL",op = None,
1718 # -----------------------------------------------------------------------
1719 # -----------------------------------
1720 D90 = SIMP(statut ='f',
1721 # -----------------------------------
1722 typ = 'R', min=10, max=10,
1723 defaut = [.01,.01,.01,.01,.01,.01,.01,.01,.01,.01],
1724 fr = """Sets value of diameter d90 for particular size class.
1725 Si le mot cle n est pas entre, la valeur par defaut est
1726 celle du diametre moyen des grains""",
1727 ang = """Sets value of diameter d90 for particular size class.
1728 If the keyword is not in the sterring file, the default value
1729 is the value of the mean diameter of the sediment.""",
1731 # -----------------------------------
1732 SEDIMENT_DIAMETERS = SIMP(statut ='f',
1733 # -----------------------------------
1734 typ = 'R', min=10, max=10,
1735 defaut = [.01,.01,.01,.01,.01,.01,.01,.01,.01,.01],
1736 fr = """Sets value of diameter dm for particular size class.""",
1737 ang = """Sets value of diameter dm for particular size class.""",
1739 # -----------------------------------
1740 HIDING_FACTOR_FOR_PARTICULAR_SIZE_CLASS = SIMP(statut ='f',
1741 # -----------------------------------
1742 typ = 'R', min=10, max=10,
1743 defaut = [1.,1.,1.,1.,1.,1.,1.,1.,1.,1.],
1744 fr = """Fixe la valeur du facteur de pavage par classe
1746 ang = """Sets value of hiding factor for particular size class.""",
1748 # -----------------------------------
1749 NUMBER_OF_SIZE_CLASSES_OF_BED_MATERIAL = SIMP(statut ='f',
1750 # -----------------------------------
1753 fr = """Fixe la valeur du nombre de classes granulometriques
1754 de grains considerees dans le calcul""",
1755 ang = """Sets value of number of size classes of bed materials.""",
1757 # -----------------------------------
1758 INITIAL_FRACTION_FOR_PARTICULAR_SIZE_CLASS = SIMP(statut ='f',
1759 # -----------------------------------
1760 typ = 'R', min=10, max=10,
1761 defaut = [1.,0.,0.,0.,0.,0.,0.,0.,0.,0.],
1762 fr = """Sets value of initial fraction for particular size class.""",
1763 ang = """Sets value of initial fraction for particular size class.""",
1765 # -----------------------------------
1766 ACTIVE_LAYER_THICKNESS = SIMP(statut ='f',
1767 # -----------------------------------
1770 fr = """Epaisseur de reference pour la stratification du lit. La
1771 composition de la premiere couche sert a calculer le transport
1772 solide. Utiliser une tres grande valeur pour ne pas avoir de
1774 ang = """Thickness for bed stratification. Composition of first
1775 layer is used to compute bed load transport rate. If you do not want
1776 a stratification, use a large value""",
1778 # -----------------------------------
1779 HIDING_FACTOR_FORMULA = SIMP(statut ='f',
1780 # -----------------------------------
1783 fr = """4 formules pour le hiding factor sont programmees dans SISYPHE
1784 0: const => il faut donner le HIDING FACTOR PAR CLASSE GRANULO
1786 2: Ashida \& Michiue
1788 4: Karim, Holly \& Yang""",
1789 ang = """4 hiding factor formulas are implemented in SISYPHE
1790 0: const => need to give HIDING FACTOR FOR PARTICULAR SIZE CLASS
1792 2: Ashida \& Michiue
1794 4: Karim, Holly \& Yang""",
1796 # -----------------------------------
1797 CONSTANT_ACTIVE_LAYER_THICKNESS = SIMP(statut ='f',
1798 # -----------------------------------
1801 fr = """epaisseur de couche active constante ou non""",
1802 ang = """constant active layer thickness or not""",
1804 # -----------------------------------
1805 COHESIVE_SEDIMENTS = SIMP(statut ='f',
1806 # -----------------------------------
1807 typ = bool, min=10, max=10,
1808 defaut = [False,False,False,False,False,False,False,False,False,False],
1812 # -----------------------------------
1813 C_VSM = FACT(statut='o',
1814 # -----------------------------------
1815 # -----------------------------------
1816 VERTICAL_GRAIN_SORTING_MODEL = SIMP(statut ='f',
1817 # -----------------------------------
1821 ang = """Defines the model of the vertical grain sorting:
1822 0 = HR-VSM = Layer Model (Classic Hirano / Ribberink approach)
1823 1 = C-VSM (Continous Vertical Grain Sorting Model)""",
1825 # -----------------------------------
1826 C_VSM_MAXIMUM_SECTIONS = SIMP(statut ='f',
1827 # -----------------------------------
1831 ang = """Defines the maximum discretisation of the
1832 Continous Vertical Sorting Model:
1833 Should be bigger than 8xNumber of Fractions.
1834 The bigger the higher the RAM requirements,
1835 but the faster and accurater the
1836 bookkeeping of the sediments.""",
1838 # -----------------------------------
1839 C_VSM_FULL_PRINTOUT_PERIOD = SIMP(statut ='f',
1840 # -----------------------------------
1844 ang = """Number of Timesteps to next printout
1845 of the full C-VSM. These printouts are highly
1846 time and disc consuming.
1847 0 = Coupled to GRAPHIC PRINTOUT PERIOD
1848 >0 = Own printout period for the C-VSM""",
1850 # -----------------------------------
1851 C_VSM_PRINTOUT_SELECTION = SIMP(statut ='f',
1852 # -----------------------------------
1853 typ = 'TXM', min=13, max=13,
1854 defaut = '0;0;0;0;0;0;0;0;0;0;0;0;0',
1856 ang = """Printout the C-VSM for the whole model as 3D
1857 \telkey{C-VSM RESULTS FILE}
1858 or / and for some nodes as
1859 \telkey{C-VSM NODE FILE}
1860 Give Up to 100 INTEGER numbers separated by ";"
1861 0 = Full model .-> VSPRES
1862 N = 1,2...NPOINT; 2D-ID of a SELFIN MESH POINT ->*\_VSP.CSV""",
1864 # -----------------------------------
1865 C_VSM_DYNAMIC_ALT_MODEL = SIMP(statut ='f',
1866 # -----------------------------------
1870 ang = """MODEL FOR ACTIVE LAYER THICKNESS
1871 0 = ELAY0 (Keyword: ACTIVE LAYER THICKNESS)
1872 1 = Hunziker \& G$\ddot{u}$nther
1873 2 = Fredsoe \& Deigaard (1992)
1876 5 = Malcherek (2003)
1877 6 = $3*d50$ within last time steps ALT""",
1881 # -----------------------------------------------------------------------
1882 FRICTION = PROC(nom= "FRICTION",op = None,
1883 # -----------------------------------------------------------------------
1884 # -----------------------------------
1885 RATIO_BETWEEN_SKIN_FRICTION_AND_MEAN_DIAMETER = SIMP(statut ='f',
1886 # -----------------------------------
1889 fr = """Ratio pour le calcul du frottement de peau.
1890 rugosite de peau = ratio * diametre moyen.
1891 ( pour la granulometrie etendue, le diametre moyen utilise
1892 est une valeur moyenne par noeud calculee a partir de la fraction
1893 et du diametre moyen de chaque sediment en chaque noeud du maillage)""",
1894 ang = """ Ratio for the computation of skin friction.
1895 skin roughness = ratio * mean diameter
1896 (for the mixture of sand, the mean diameter used is a value per node
1897 which is computed thanks to the fraction and the mean diameter of each
1898 sediment for each node of the mesh)
1899 if KSPRATIO =0 : use skin friction prediction from Van Rijn (2007)
1900 for currents and the Wiberg and Harris method for waves""",
1902 # -----------------------------------
1903 SKIN_FRICTION_CORRECTION = SIMP(statut ='f',
1904 # -----------------------------------
1907 fr = """prise en compte du frottement de peau (voir aussi KSPRATIO)
1908 0 : pas de correction (TAUP= TOB)
1909 1 : fond plat (KSP= KSPRATIO * D50)
1910 2 : prise en compte des rides""",
1911 ang = """formula to predict the skin bed roughness (see also KSPRATIO)
1912 0 : NO correction (TAUP= TOB)
1913 1 : Flat bed (KSP= KSPRATIO * D50)
1914 2 : Ripple correction factor""",
1916 # -----------------------------------
1917 FRICTION_COEFFICIENT = SIMP(statut ='f',
1918 # -----------------------------------
1921 fr = """Fixe la valeur du coefficient de Strickler
1922 intervenant dans le calcul de la contrainte de
1923 frottement au fond. Sa signification depend de
1924 la LOI DE FROTTEMENT SUR LE FOND.""",
1925 ang = """Sets the value of the friction coefficient
1926 to calculate the bed shear stress.
1927 Depends on the LAW OF BOTTOM FRICTION.""",
1929 # -----------------------------------
1930 LAW_OF_BOTTOM_FRICTION = SIMP(statut ='f',
1931 # -----------------------------------
1933 into = ["FLAT BOTTOM","EQUILIBRIUM SAND RIPPLES (WAVES ONLY) KS=(MAX 3D50,ETA)","CHEZY","STRICKLER","MANNING","NIKURADSE"],
1934 defaut = ["STRICKLER"],
1935 fr = """Selectionne le type de formulation utilisee pour le calcul
1936 du frottement sur le fond, voir COEFFICIENT DE FROTTEMENT.
1937 Pour les lois possibles, voir CHOIX ci-dessus (cf. Note de principe).
1938 En cas de couplage avec Telemac, le choix du frottement est impose par
1939 Telemac, sauf si le mot-cle :PREDICTION DE LA RUGOSITE est mis a OUI""",
1940 ang = """Selects the type of formulation used for the bottom friction.
1941 To know the possible laws see CHOIX1 above. See FRICTION COEFFICIENT.
1942 Beware: in the case of internal coupling with Telemac, the friction
1943 coefficient is selected in the Telemac steering file, except when BED
1944 ROUGHNESS PREDICTION is set to YES""",
1947 # -----------------------------------------------------------------------
1948 SLOPE_EFFECT = PROC(nom= "SLOPE_EFFECT",op = None,
1949 # -----------------------------------------------------------------------
1950 # -----------------------------------
1951 FORMULA_FOR_SLOPE_EFFECT = SIMP(statut ='f',
1952 # -----------------------------------
1955 fr = """1 : formule de Koch et Flokstra, modifie le transport solide
1956 mot cle associe : BETA
1957 2 : formule de Soulsby, modifie la contrainte seuil, ne peut
1958 donc etre utilisee que avec une formule a seuil.
1959 mot cle associe : ANGLE DE REPOS DU SEDIMENT""",
1960 ang = """1 : formula of Koch et Flokstra, modification of bed load
1961 linked keyword : BETA
1962 2 : formula of Soulsby, modification critical shear stress,
1963 can only be used with a threshold fomula
1964 linked keyword : FRICTION ANGLE OF THE SEDIMENT""",
1966 # -----------------------------------
1967 FRICTION_ANGLE_OF_THE_SEDIMENT = SIMP(statut ='f',
1968 # -----------------------------------
1971 fr = """Angle de repos du sediment, intervient pour la prise de compte
1972 de la pente sur la contrainte critique par la formule de Soulsby.
1973 Utiliser si ...=2""",
1974 ang = """Angle of repose of the sediment. Used in the Soulsby formula to
1975 take into account the influence of bed slope on critical shear stress.
1978 # -----------------------------------
1979 FORMULA_FOR_DEVIATION = SIMP(statut ='f',
1980 # -----------------------------------
1983 fr = """1 : Koch et Flokstra
1984 2 : formule de Talmon et al. 1995, JHR 33(4) formules (1) et
1985 (17) mot cle associe : BETA2""",
1986 ang = """1: Koch and Flokstra
1987 2: formula of Talmon et al. 1995, JHR 33(4) formulas (1) and
1988 (17) linked keyword : BETA2""",
1990 # -----------------------------------
1991 PARAMETER_FOR_DEVIATION = SIMP(statut ='f',
1992 # -----------------------------------
1995 fr = """Parametre pour la deviation causee par effet de pente
1996 pour la formule de Talmon et al.
1997 Une valeur elevee provoque une faible deviation""",
1998 ang = """Parameter pour la deviation pour la formule de Talmon et al.""",
2000 # -----------------------------------
2001 SEDIMENT_SLIDE = SIMP(statut ='f',
2002 # -----------------------------------
2005 fr = """Prise en compte de la pente d''equilibre du sable donnee par le
2006 mot-cle ANGLE DE FROTTEMENT DU SEDIMENT""",
2007 ang = """If yes, the key-word FRICTION ANGLE OF THE SEDIMENT is taken
2008 into account for slope stability""",
2010 # -----------------------------------
2011 SLOPE_EFFECT = SIMP(statut ='f',
2012 # -----------------------------------
2015 fr = """Prise en compte de l''effet de pente :
2016 deviation et modification du seuil critique.
2017 NON supprime les mots-cles
2018 POUR EFFET DE PENTE et POUR LA DEVIATION""",
2019 ang = """If yes, slope effect taken into account:
2020 deviation + modification of critical shear stress.
2021 NO will cancel the key-words
2022 FORMULA FOR SLOPE EFFECT and FORMULA FOR DEVIATION""",
2024 # -----------------------------------
2025 BETA = SIMP(statut ='f',
2026 # -----------------------------------
2029 fr = """Determine la valeur du coefficient beta qui intervient dans la
2030 formulation de l''effet de pente de Koch et Flokstra.""",
2031 ang = """Specifies the value of the beta coefficient used in the Koch
2032 and Flokstra slope effect formulation.""",
2035 # -----------------------------------------------------------------------
2036 SEDIMENT_TRANSPORT = PROC(nom= "SEDIMENT_TRANSPORT",op = None,
2037 # -----------------------------------------------------------------------
2038 # -----------------------------------
2039 NONEQUILIBRIUM_BED_LOAD = FACT(statut='o',
2040 # -----------------------------------
2041 # -----------------------------------
2042 BED_ROUGHNESS_PREDICTION = SIMP(statut ='f',
2043 # -----------------------------------
2046 fr = """Calcul de la rugosite de Nikuradse
2047 - voir OPTION DU PREDICTEUR DE RUGOSITE -
2048 la loi de frottement est forcee a 5 et le coefficient de frottement
2049 ne sont pas utilises.
2050 En cas de couplage, le frottement est envoye a Telemac""",
2051 ang = """The bed roughness is predicted according to the selected
2052 BED ROUGHNESS PREDICTOR OPTION. In case of coupling with Telemac2d,
2053 the calculated bed roughness is sent to Telemac.
2054 The FRICTION COEFFICIENT and FRICTION LAW are no longer
2055 used (KFROT is set to 5)""",
2059 # -----------------------------------------------------------------------
2060 SEDIMENTOLOGY = PROC(nom= "SEDIMENTOLOGY",op = None,
2061 # -----------------------------------------------------------------------
2062 # -----------------------------------
2063 GENERAL = FACT(statut='o',
2064 # -----------------------------------
2065 # -----------------------------------
2066 SECONDARY_CURRENTS_ALPHA_COEFFICIENT = SIMP(statut ='f',
2067 # -----------------------------------
2071 ang = """Alpha coefficient of secondary current(-),
2072 Should be chosen between 0.75 (rough bottom) and 1 (smooth bottom)""",
2076 # -----------------------------------------------------------------------
2077 COMPUTATIONAL_INFORMATION = PROC(nom= "COMPUTATIONAL_INFORMATION",op = None,
2078 # -----------------------------------------------------------------------
2079 # -----------------------------------
2080 GENERAL = FACT(statut='o',
2081 # -----------------------------------
2082 # -----------------------------------
2083 MORPHOLOGICAL_FACTOR = SIMP(statut ='f',
2084 # -----------------------------------
2087 fr = """Coefficient de l''echelle des temps""",
2088 ang = """Amplification for the morphological time scale""",
2090 # -----------------------------------
2091 MINIMUM_DEPTH_FOR_BEDLOAD = SIMP(statut ='f',
2092 # -----------------------------------
2095 fr = """Suppression des flux de sediment de et vers les points secs""",
2096 ang = """To cancel sediment fluxes to and from dry points""",
2100 # -----------------------------------------------------------------------
2101 BED_LOAD = PROC(nom= "BED_LOAD",op = None,
2102 # -----------------------------------------------------------------------
2103 # -----------------------------------
2104 BED_LOAD = SIMP(statut ='f',
2105 # -----------------------------------
2108 fr = """calcul avec charriage""",
2111 # -----------------------------------
2112 BED_LOAD_TRANSPORT_FORMULA = SIMP(statut ='f',
2113 # -----------------------------------
2116 fr = """11 formules de transport solide sont implementees dans SISYPHE.
2117 Les formules Ne3, Ne30 et Ne9 ne doivent pas etre utilisees en cas de
2118 couplage avec la suspension.
2119 Les formules Ne4, Ne5, Ne8 and Ne9 calculent le taux de transport sous
2120 l''action combinee de la houle et du courant :
2121 1 : MEYER-PETER (charriage)
2122 2 : EINSTEIN-BROWN (charriage)
2123 3 : ENGELUND-HANSEN + CHOLLET ET CUNGE (VERSION 5.3)
2124 30: ENGELUND-HANSEN (total)
2125 4 : BIJKER (charriage + suspension)
2126 5 : SOULSBY - VAN RIJN (charriage + suspension)
2127 6 : HUNZIKER (uniquement granulometrie etendue)
2128 DE MASQUAGE DE HUNZIKER APPLIQUEE
2129 et mot-cle HIDING-FACTOR not used
2130 7 : VAN RIJN (bed load)
2131 8 : BAILARD (charriage + suspension)
2132 9 : DIBAJNIA ET WATANABE (total)
2133 10 : WILCOCK ET CROWE (granulometrie etendue)
2134 L''utilisateur a aussi la possibilite d''imposer une autre formule de
2135 transport solide (sous-programme QSFORM.F) en fixant la valeur
2137 0 : IMPOSEE PAR L''UTILISATEUR
2138 Attention : dans ce cas, il n''est pas possible de choisir l''option
2139 PAS DE TEMPS VARIABLE.""",
2140 ang = """11 bed-load or total load transport formulas are implemented in
2142 The formula Ne3, Ne30 and Ne9 should not be used in the case of coupling
2143 with the suspension.
2144 The formula Ne4, Ne5, Ne8 and Ne9 model the transport under the
2145 combined action of currents and waves :
2146 1 : MEYER-PETER (bed load)
2147 2 : EINSTEIN-BROWN (bed load)
2148 3 : ENGELUND-HANSEN + CHOLLET AND CUNGE (VERSION 5.3)
2149 30: ENGELUND-HANSEN (total)
2150 4 : BIJKER (bed load + suspension)
2151 5 : SOULSBY - VAN RIJN (bed load + suspension)
2152 6 : HUNZIKER (only for sand grading)
2153 IN THIS CASE HIDING FACTOR KEYWORD DISCARDED
2154 And Hunziker formula used
2155 7 : VAN RIJN (bed load)
2156 8 : BAILARD (bed load + suspension)
2157 9 : DIBAJNIA ET WATANABE (total)
2158 10 : WILCOCK AND CROWE (graded sediment)
2159 Users can also program other formulas (subroutine QSFORM.f) setting
2160 this key word to zero :
2161 0 : FORMULA PROGRAMMED BY USER
2162 Warning : it is not then possible to choose the option
2163 VARIABLE TIME-STEP""",
2165 # -----------------------------------
2166 B_VALUE_FOR_THE_BIJKER_FORMULA = SIMP(statut ='f',
2167 # -----------------------------------
2170 fr = """Coefficient b de la formule de Bijker""",
2171 ang = """b value for the Bijker formula""",
2173 # -----------------------------------
2174 MPM_COEFFICIENT = SIMP(statut ='f',
2175 # -----------------------------------
2179 ang = """Meyer-Peter Mueller Coefficient(-)""",
2182 # -----------------------------------------------------------------------
2183 EQUATIONS__ADVECTION = PROC(nom= "EQUATIONS__ADVECTION",op = None,
2184 # -----------------------------------------------------------------------
2185 # -----------------------------------
2186 GENERAL = FACT(statut='o',
2187 # -----------------------------------
2188 # -----------------------------------
2189 SCHEME_OPTION_FOR_ADVECTION = SIMP(statut ='f',
2190 # -----------------------------------
2193 fr = """Si present remplace et a priorite sur :
2194 OPTION POUR LES CARACTERISTIQUES (pas programme)
2196 Avec schema PSI : 1=explicit 2=predicteur-correcteur
2197 pour les traceurs""",
2198 ang = """If present replaces and has priority over:
2199 OPTION FOR CHARACTERISTICS (not yet implemented)
2201 IF PSI SCHEME: 1=explicit 2=predictor-corrector
2206 # -----------------------------------------------------------------------
2207 CONSOLIDATION = PROC(nom= "CONSOLIDATION",op = None,
2208 # -----------------------------------------------------------------------
2209 # -----------------------------------
2210 CONSOLIDATION_MODEL = SIMP(statut ='f',
2211 # -----------------------------------
2214 fr = """1:Modele multicouche de Walther,
2215 2: Modele de Thiebot (base sur la theorie de Gibson)""",
2216 ang = """1: Multilayer model of Walther,
2217 2: Model of Thiebot (based on Gibson theory)""",
2219 # -----------------------------------
2220 GEL_CONCENTRATION = SIMP(statut ='f',
2221 # -----------------------------------
2224 fr = """Concentration de transition pour modele de Thiebot (Kg/m3)""",
2225 ang = """Gel Concentration (Kg/m3)""",
2227 # -----------------------------------
2228 MAXIMUM_CONCENTRATION = SIMP(statut ='f',
2229 # -----------------------------------
2232 fr = """Concentration maximale du modele de Thiebot (Kg/m3)""",
2233 ang = """Maximum Concentration for Thiebot consolidation model(Kg/m3)""",
2235 # -----------------------------------
2236 PERMEABILITY_COEFFICIENT = SIMP(statut ='f',
2237 # -----------------------------------
2240 fr = """Coefficient de permeabilite pour le modele de consolidation""",
2241 ang = """Coefficient of permeability for consolidation model""",
2243 # -----------------------------------
2244 MUD_CONSOLIDATION = SIMP(statut ='f',
2245 # -----------------------------------
2248 fr = """Prise en compte du tassement par un modele multi-couche""",
2249 ang = """consolidation of the mud or sand mud-mixture sediment bed
2252 # -----------------------------------
2253 NUMBER_OF_LAYERS_OF_THE_CONSOLIDATION_MODEL = SIMP(statut ='f',
2254 # -----------------------------------
2257 fr = """Structure verticale du lit cohesif- le nombre de couche doit
2258 etre inferieur a 10""",
2259 ang = """Vertical bed structure - The number of layers should be less
2262 # -----------------------------------
2263 MASS_TRANSFER_PER_LAYER = SIMP(statut ='f',
2264 # -----------------------------------
2265 typ = 'R', min= 2, max= 2,
2266 fr = """Coefficients de transfert de masse du modele
2267 de tassement multicouche en s-1""",
2268 ang = """Mass transfert coefficients of
2269 the multilayer consolidation model in s-1""",
2272 # -----------------------------------------------------------------------
2273 COHESIVE_SEDIMENT = PROC(nom= "COHESIVE_SEDIMENT",op = None,
2274 # -----------------------------------------------------------------------
2275 # -----------------------------------
2276 MUD_CONCENTRATION_PER_LAYER = SIMP(statut ='f',
2277 # -----------------------------------
2278 typ = 'R', min= 2, max= 2,
2279 fr = """Concentration du lit de vase en g/ l - defini par couches""",
2280 ang = """Concentrations of the mud-bed in g per l (per layer)""",
2282 # -----------------------------------
2283 CRITICAL_EROSION_SHEAR_STRESS_OF_THE_MUD = SIMP(statut ='f',
2284 # -----------------------------------
2285 typ = 'R', min=10, max=10,
2286 defaut = [0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.08,0.09,1.],
2287 fr = """Taux critique d erosion de la vase needs to be defined
2288 for each layer (N par m2)""",
2289 ang = """Critical erosion shear stress of the mud per layer (N per m2)""",
2292 # -----------------------------------------------------------------------
2293 INTERNAL = PROC(nom= "INTERNAL",op = None,
2294 # -----------------------------------------------------------------------
2295 UIinfo = {"groupes": ("CACHE")},
2296 # -----------------------------------
2297 CONCATENATE_PARTEL_OUTPUT = SIMP(statut ='o',
2298 # -----------------------------------
2301 fr = """Avec cette option partel ne genereras non plus un fichier (GEO/CLI/PAR)
2302 par processeur mais une concaténation de ceux-ci, ainsi qu''un fichier
2303 d''index associé. Ainsi plutot que d''avoir 3P fichiers, il n''y en a
2305 ang = """With this option partel no more generates a file (GEO/CLI/PAR) per
2306 process but a single concatenate file of them, associated to an index
2307 file. Then instead of having partel generating 3P files, it only
2308 generates 6 files.""",
2310 # -----------------------------------
2311 DICTIONARY = SIMP(statut ='f',
2312 # -----------------------------------
2313 typ = ('Fichier','All Files (*)'),
2314 defaut = 'sisyphev6p2.dico',
2315 fr = """Dictionnaire des mots cles.""",
2316 ang = """Key word dictionary.""",
2320 INPUT_OUTPUT__INFORMATION();\
2324 INPUT_OUTPUT__FILES();\
2327 INITIAL_CONDITIONS();\
2328 INPUT_OUTPUT__GRAPHICS_AND_LISTING();\
2330 EQUATIONS__BOUNDARY_CONDITIONS();\
2333 NUMERICAL_PARAMETERS();\
2339 SEDIMENT_TRANSPORT();\
2341 COMPUTATIONAL_INFORMATION();\
2343 EQUATIONS__ADVECTION();\
2345 COHESIVE_SEDIMENT();\
2347 Ordre_Des_Commandes = (
2348 'INPUT_OUTPUT__INFORMATION',
2352 'INPUT_OUTPUT__FILES',
2355 'INITIAL_CONDITIONS',
2356 'INPUT_OUTPUT__GRAPHICS_AND_LISTING',
2358 'EQUATIONS__BOUNDARY_CONDITIONS',
2361 'NUMERICAL_PARAMETERS',
2367 'SEDIMENT_TRANSPORT',
2369 'COMPUTATIONAL_INFORMATION',
2371 'EQUATIONS__ADVECTION',
2373 'COHESIVE_SEDIMENT',
2378 except Exception as excpt:
2380 enum = source+'.sisyphe_enum_auto'
2381 dicoCasEn = source+'.sisyphe_dicoCasEnToCata'
2382 dicoCasFr = source+'.sisyphe_dicoCasFrToCata'