Newer
Older
francois.grand
committed
{
"ERROR_DICHO_CONVERGE": "Dichotomy could not converge",
"ERROR_DICHO_FUNCTION_VARIATION": "unable to determinate function direction of variation",
francois.grand
committed
"ERROR_DICHO_INITVALUE_HIGH": "Dichotomy: initial value %variableSymbol%=%variableInitValue% is too high (target is %targetSymbol%=%targetValue%, %targetSymbol%(%variableSymbol%=%variableInitValue%)=%initTarget%)",
"ERROR_DICHO_INITVALUE_LOW": "Dichotomy: initial value %variableSymbol%=%variableInitValue% is too low (target is %targetSymbol%=%targetValue%, %targetSymbol%(%variableSymbol%=%variableInitValue%)=%initTarget%)",
"ERROR_DICHO_INIT_DOMAIN": "Dichotomy: target %targetSymbol%=%targetValue% does not exist for variable %variableSymbol% valued in interval %variableInterval%",
francois.grand
committed
"ERROR_DICHO_INVALID_STEP_GROWTH": "Dichotomy (initial interval search): invalid null step growth",
"ERROR_DICHO_NULL_STEP": "Dichotomy (initial interval search): invalid null step",
"ERROR_INTERVAL_OUTSIDE": "Interval: value %value% is outside of %interval",
"ERROR_INTERVAL_UNDEF": "Interval: invalid 'undefined' value",
"ERROR_LANG_UNSUPPORTED": "internationalisation: unsupported '%locale%' locale",
"ERROR_NEWTON_DERIVEE_NULLE": "Null function derivative in Newton computation",
francois.grand
committed
"ERROR_PARAMDEF_CALC_UNDEFINED": "calculability of '%symbol%' parameter is undefined",
"ERROR_PARAMDEF_VALUE_FIXED": "value of '%symbol%' parameter cannot be changed",
"ERROR_PARAMDEF_VALUE_INTERVAL": "parameter '%symbol%': value %value% is out of [%minValue%, %maxValue%] interval",
"ERROR_PARAMDEF_VALUE_NULL": "value of '%symbol%' parameter cannot be 0",
francois.grand
committed
"ERROR_PARAMDEF_VALUE_POS": "value %value% of '%symbol%' parameter is invalid (cannot be <=0)",
"ERROR_PARAMDEF_VALUE_POSNULL": "value %value% of '%symbol%' parameter is invalid (cannot be <0)",
"ERROR_PARAMDEF_VALUE_UNDEFINED": "value of '%symbol%' parameter is undefined",
"ERROR_PARAMDOMAIN_INTERVAL_BOUNDS": "invalid %minValue%/%maxValue% min/max boundaries for 'interval' parameter definition domain",
francois.grand
committed
"ERROR_PARAMDOMAIN_INVALID": "parameter '%symbol%: non supported '%domain%' definition domain",
"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",
"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)",
"ERROR_SECTION_NON_CONVERGENCE_NEWTON_HFLU": "Non convergence of the calculation of the corresponding elevation (Newton's method) for the calculation of the subcritical depth",
"ERROR_SECTION_NON_CONVERGENCE_NEWTON_HNORMALE": "Non convergence of the calculation of the normal depth (Newton's method)",
"ERROR_SECTION_NON_CONVERGENCE_NEWTON_HTOR": "Non convergence of the calculation of the corresponding height (Newton's method) for the calculation of the supercritical depth",
"ERROR_SECTION_PENTE_NEG_NULLE_HNORMALE_INF": "The slope is negative or zero, the normal depth is infinite",
"INFO_CALCULATOR_CALCULER": "Compute",
"INFO_CALCULATOR_PARAMFIXES": "Fixed parameters",
"INFO_CALCULATOR_VALEURS": "Values",
"INFO_CLOSE_DIALOGUE_TEXT": "Warning ! Parameters and results will be lost. Really close?",
"INFO_CLOSE_DIALOGUE_TITRE": "Please confirm",
"INFO_CONDUITEDISTRIBUTRICE_TITRE": "Distributor pipe",
"INFO_COURBEREMOUS_TITRE": "Backwater curves",
"INFO_DEVER_TITRE": "Free flow weir stage-discharge laws",
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
"INFO_EXTRARES_ENUM_OUVRAGE_Q_MODE_0": "Weir",
"INFO_EXTRARES_ENUM_OUVRAGE_Q_MODE_1": "Orifice",
"INFO_EXTRARES_ENUM_OUVRAGE_Q_MODE_2": "Zero flow",
"INFO_EXTRARES_ENUM_OUVRAGE_Q_REGIME_0": "Free flow",
"INFO_EXTRARES_ENUM_OUVRAGE_Q_REGIME_1": "Partially submerged",
"INFO_EXTRARES_ENUM_OUVRAGE_Q_REGIME_2": "Submerged",
"INFO_EXTRARES_ENUM_OUVRAGE_Q_REGIME_3": "Zero flow",
"INFO_EXTRARES_LIB_B": "Surface width (m)",
"INFO_EXTRARES_LIB_CV": "Cv: Velocity coefficient",
"INFO_EXTRARES_LIB_CVQT": "CV.QT: Corrected discharge (m³/s)",
"INFO_EXTRARES_LIB_EC": "EC: Kinetic energy (m)",
"INFO_EXTRARES_LIB_FLU": "Subcritical water line",
"INFO_EXTRARES_LIB_FR": "Froude number",
"INFO_EXTRARES_LIB_HS": "Specific head (m)",
"INFO_EXTRARES_LIB_HSC": "Critical head (m)",
"INFO_EXTRARES_LIB_I-J": "Linear variation of specific head (m/m)",
"INFO_EXTRARES_LIB_IMP": "Impulse (N)",
"INFO_EXTRARES_LIB_J": "Head loss (m)",
"INFO_EXTRARES_LIB_OUVRAGE_Q": "Discharge (m³/s)",
"INFO_EXTRARES_LIB_OUVRAGE_Q_MODE": "Mode",
"INFO_EXTRARES_LIB_OUVRAGE_Q_REGIME": "Regime",
"INFO_EXTRARES_LIB_P": "Wetted perimeter (m)",
"INFO_EXTRARES_LIB_Q": "Flow (m³/s)",
"INFO_EXTRARES_LIB_R": "Hydraulic radius (m)",
"INFO_EXTRARES_LIB_S": "Wetted area (m²)",
"INFO_EXTRARES_LIB_TAU0": "Tractive force (Pa)",
"INFO_EXTRARES_LIB_TOR": "Supercritical water line",
"INFO_EXTRARES_LIB_V": "Average speed (m/s)",
"INFO_EXTRARES_LIB_YC": "Critical depth (m)",
"INFO_EXTRARES_LIB_YCO": "Conjugate depth (m)",
"INFO_EXTRARES_LIB_YF": "Subcritical depth (m)",
"INFO_EXTRARES_LIB_YN": "Normal depth (m)",
"INFO_EXTRARES_LIB_YT": "Supercritical depth (m)",
"INFO_LECHAPTCALMON_TITRE": "Lechapt-Calmon",
"INFO_LIB_FS_PARAM_CALC": "Calculation parameters",
"INFO_LIB_PR": "Display accuracy",
"INFO_LIB_SELECT_LOIDEBIT": "Stage-discharge law",
"INFO_MENU_NOUVELLE_CALC": "New calculator",
"INFO_OPTION_NO": "No",
"INFO_OPTION_YES": "Yes",
"INFO_OUVRAGE": "Structure",
"INFO_PABDIMENSIONS_TITRE": "Fish ladder: dimensions",
"INFO_PABPUISSANCE_TITRE": "Fish ladder: dissipated power",
"INFO_PARALLELSTRUCTURE_TITRE": "Parallel structures",
"INFO_PARAMFIELD_PARAMCALCULER": "Calculate",
"INFO_PARAMFIELD_PARAMFIXE": "Fixed",
"INFO_PARAMFIELD_PARAMLIE": "Link",
"INFO_PARAMFIELD_PARAMVARIER": "Vary",
"INFO_PARAMFIELD_PASVARIATION": "with a variation step of:",
"INFO_PARAMFIELD_VALEURMAXI": "to maximum value",
"INFO_PARAMFIELD_VALEURMINI": "From minimum value",
"INFO_REGIMEUNIFORME_TITRE": "Uniform flow calculation",
"INFO_REMOUSRESULTS_ABSCISSE": "Abscissa (m)",
"INFO_REMOUSRESULTS_BERGE": "Embankment",
"INFO_REMOUSRESULTS_FOND": "Bottom",
"INFO_REMOUSRESULTS_TIRANT": "Draft (m)",
"INFO_REMOUSRESULTS_TIRANTCRITIQUE": "Critical water level",
"INFO_REMOUSRESULTS_TIRANTNORMAL": "Normal water level",
"INFO_REMOUSRESULTS_TITREJOURNAL": "Calculation log",
"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_H_CRITIQUE": "Width at embankment level = %Yc% m",
"INFO_REMOUS_H_NORMALE": "Normal water level = %Yn% m",
"INFO_REMOUS_LARGEUR_BERGE": "Width at embankment level = %B% m",
"INFO_REMOUS_RESSAUT_DEHORS": "Hydraulic jump detected %sens% abscissa %x% m",
"INFO_REMOUS_RESSAUT_HYDRO": "Hydraulic jump detected between abscissa %xmin% and %xmax% m",
"INFO_SECTIONPARAMETREE_TITRE": "Parametric section",
"INFO_SETUP_NEWTON_MAX_ITER": "Newton iteration limit",
"INFO_SETUP_PRECISION_AFFICHAGE": "Display accuracy",
"INFO_SETUP_PRECISION_CALCUL": "Computation accuracy",
"INFO_SETUP_TITLE": "Application setup",
"WARNING_REMOUS_ARRET_CRITIQUE": "Calculation stopped: critical elevation reached at abscissa %x%",
"WARNING_STRUCTUREKIVI_HP_TROP_ELEVE": "h/p must not be greater than 2.5. h/p is forced to 2.5",
"WARNING_STRUCTUREKIVI_PELLE_TROP_FAIBLE": "Threshold height should be greater than 0.1 m. Beta coefficient is forced to 0"