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Resolve "Faire les modifs nécessaires pour prendre en compte jalhyd#36"

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  • e304290f
    #64 : correction de certains codes d'erreur · e304290f
    francois.grand authored
@@ -5,6 +5,7 @@
"ERROR_DICHO_NULL_STEP": "Dichotomy (initial interval search): invalid null step",
"ERROR_DICHO_INVALID_STEP_GROWTH": "Dichotomy (initial interval search): invalid null step growth",
"ERROR_DICHO_FUNCTION_VARIATION": "unable to determinate function direction of variation",
"ERROR_NEWTON_DERIVEE_NULLE": "Null function derivative in Newton computation",
"ERROR_PARAMDOMAIN_INTERVAL_BOUNDS": "invalid %minValue%/%maxValue% min/max boundaries for 'interval' parameter definition domain",
"ERROR_PARAMDEF_CALC_UNDEFINED": "calculability of '%symbol%' parameter is undefined",
"ERROR_PARAMDEF_VALUE_UNDEFINED": "value of '%symbol%' parameter is undefined",
@@ -17,14 +18,14 @@
"ERROR_INTERVAL_UNDEF": "Interval: invalid 'undefined' value",
"ERROR_INTERVAL_OUTSIDE": "Interval: value %value% is outside of %interval",
"ERROR_LANG_UNSUPPORTED": "internationalisation: unsupported '%locale%' locale",
"ERROR_REMOUS_ARRET_CRITIQUE": "Calculation stopped: critical elevation reached at abscissa %x%",
"ERROR_REMOUS_CALCUL_FLUVIAL": "Downstream boundary condition >= Critical elevation: calculation of subcritical part from downstream",
"ERROR_REMOUS_CALCUL_TORRENTIEL": "Uptream boundary condition <= Critical elevation: calculation of supercritical part from upstream",
"ERROR_REMOUS_RESSAUT_DEHORS": "Hydraulic jump detected %sens% abscissa %x% m",
"ERROR_REMOUS_LARGEUR_BERGE": "Width at embankment level = %B% m",
"ERROR_REMOUS_H_CRITIQUE": "Width at embankment level = %Yc% m",
"ERROR_REMOUS_H_NORMALE": "Normal water level = %Yn% m",
"ERROR_REMOUS_RESSAUT_HYDRO": "Hydraulic jump detected between abscissa %xmin% and %xmax% m",
"WARNING_REMOUS_ARRET_CRITIQUE": "Calculation stopped: critical elevation reached at abscissa %x%",
"INFO_REMOUS_CALCUL_FLUVIAL": "Downstream boundary condition >= Critical elevation: calculation of subcritical part from downstream",
"INFO_REMOUS_CALCUL_TORRENTIEL": "Uptream boundary condition <= Critical elevation: calculation of supercritical part from upstream",
"INFO_REMOUS_RESSAUT_DEHORS": "Hydraulic jump detected %sens% abscissa %x% m",
"INFO_REMOUS_LARGEUR_BERGE": "Width at embankment level = %B% m",
"INFO_REMOUS_H_CRITIQUE": "Width at embankment level = %Yc% m",
"INFO_REMOUS_H_NORMALE": "Normal water level = %Yn% m",
"INFO_REMOUS_RESSAUT_HYDRO": "Hydraulic jump detected between abscissa %xmin% and %xmax% m",
"ERROR_REMOUS_PENTE_FORTE": "The water line slope is too steep at abscissa %x% m (the discretisation step should be reduced)",
"ERROR_REMOUS_PAS_CALCUL_DEPUIS_AVAL": "Downstream boundary condition < Critical elevation: no possible calculation from downstream",
"ERROR_REMOUS_PAS_CALCUL_DEPUIS_AMONT": "Upstream boundary condition < Critical elevation: no possible calculation from upstream",
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