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Cassiopée
nghyd
Commits
bc1a4017
Commit
bc1a4017
authored
5 years ago
by
mathias.chouet
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Update translations
parent
b89c4d14
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1 merge request
!64
Resolve "Ajout du module Bief"
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2 changed files
src/locale/messages.en.json
+3
-2
3 additions, 2 deletions
src/locale/messages.en.json
src/locale/messages.fr.json
+3
-2
3 additions, 2 deletions
src/locale/messages.fr.json
with
6 additions
and
4 deletions
src/locale/messages.en.json
+
3
−
2
View file @
bc1a4017
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@@ -43,8 +43,9 @@
"ERROR_PARAMDOMAIN_INVALID"
:
"parameter '%symbol%: non supported '%domain%' definition domain"
,
"ERROR_PROBLEM_LOADING_SESSION"
:
"Session loaded, with errors"
,
"ERROR_REMOUS_NO_WATER_LINE"
:
"No water line can be calculated"
,
"ERROR_REMOUS_PAS_CALCUL_DEPUIS_AMONT"
:
"Upstream boundary condition < Critical elevation: no possible calculation from upstream"
,
"ERROR_REMOUS_PAS_CALCUL_DEPUIS_AVAL"
:
"Downstream boundary condition < Critical elevation: no possible calculation from downstream"
,
"WARNING_REMOUS_PAS_CALCUL_DEPUIS_AMONT"
:
"Upstream boundary condition < Critical elevation: no possible calculation from upstream"
,
"WARNING_REMOUS_PAS_CALCUL_DEPUIS_AVAL"
:
"Downstream boundary condition < Critical elevation: no possible calculation from downstream"
,
"ERROR_REMOUS_PAS_CALCUL"
:
"No possible calculation, neither from upstream nor from downstream"
,
"ERROR_REMOUS_PENTE_FORTE"
:
"The water line slope is too steep at abscissa %x% m (the discretisation step should be reduced)"
,
"ERROR_SECTION_NON_CONVERGENCE_NEWTON_HCONJUG"
:
"Non-convergence of the calculation of the combined depth (Newton's method)"
,
"ERROR_SECTION_NON_CONVERGENCE_NEWTON_HCRITIQUE"
:
"Non-convergence of the calculation of the critical depth (Newton's method)"
,
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src/locale/messages.fr.json
+
3
−
2
View file @
bc1a4017
...
...
@@ -43,8 +43,9 @@
"ERROR_PARAMDOMAIN_INVALID"
:
"Paramètre '%symbol%' : le domaine de définition '%domain%' est incorrect"
,
"ERROR_PROBLEM_LOADING_SESSION"
:
"Session chargée, avec des erreurs"
,
"ERROR_REMOUS_NO_WATER_LINE"
:
"Aucune ligne d'eau ne peut être calculée"
,
"ERROR_REMOUS_PAS_CALCUL_DEPUIS_AMONT"
:
"Condition limite amont > Hauteur critique : pas de calcul possible depuis l'amont"
,
"ERROR_REMOUS_PAS_CALCUL_DEPUIS_AVAL"
:
"Condition limite aval < Hauteur critique : pas de calcul possible depuis l'aval"
,
"WARNING_REMOUS_PAS_CALCUL_DEPUIS_AMONT"
:
"Condition limite amont > Hauteur critique : pas de calcul possible depuis l'amont"
,
"WARNING_REMOUS_PAS_CALCUL_DEPUIS_AVAL"
:
"Condition limite aval < Hauteur critique : pas de calcul possible depuis l'aval"
,
"ERROR_REMOUS_PAS_CALCUL"
:
"Aucun calcul possible ni depuis l'amont ni depuis l'aval"
,
"ERROR_REMOUS_PENTE_FORTE"
:
"La pente de la ligne d'eau est trop forte à l'abscisse %x% m (il faudrait réduire le pas de discrétisation)"
,
"ERROR_SECTION_NON_CONVERGENCE_NEWTON_HCONJUG"
:
"Non convergence du calcul de la hauteur conjuguée (Méthode de Newton)"
,
"ERROR_SECTION_NON_CONVERGENCE_NEWTON_HCRITIQUE"
:
"Non convergence du calcul de la hauteur critique (Méthode de Newton)"
,
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