{ "ERROR_DICHO_CONVERGE": "Dichotomy could not converge", "ERROR_DICHO_FUNCTION_VARIATION": "unable to determinate function direction of variation", "ERROR_DICHO_INIT_DOMAIN": "Dichotomy: target %targetSymbol%=%targetValue% does not exist for variable %variableSymbol% valued in interval %variableInterval%", "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_INVALID_STEP_GROWTH": "Dichotomy (initial interval search): invalid null step growth", "ERROR_DICHO_NULL_STEP": "Dichotomy (initial interval search): invalid null step", "ERROR_ELEVATION_ZI_LOWER_THAN_Z2": "Upstream elevation is lower than downstream elevation", "ERROR_INTERVAL_OUTSIDE": "Interval: value %value% is outside of %interval", "ERROR_INTERVAL_UNDEF": "Interval: invalid 'undefined' value", "ERROR_INVALID_AT_POSITION": "Position %s:", "ERROR_LOADING_SESSION": "Unable to load session", "ERROR_MINMAXSTEP_MAX": "Value is not in ]%s,%s]", "ERROR_MINMAXSTEP_MIN": "Value is not in [%s,%s[", "ERROR_MINMAXSTEP_STEP": "Value is not in %s", "ERROR_NEWTON_DERIVEE_NULLE": "Null function derivative in Newton computation", "ERROR_PARAM_MUST_BE_A_NUMBER": "Please type a numeric value", "ERROR_PARAM_MUST_BE_POSITIVE": "Please type a positive numeric value", "ERROR_PARAM_NULL": "Parameter value must not be NULL", "ERROR_PARAMDEF_CALC_UNDEFINED": "calculability of '%symbol%' parameter is undefined", "ERROR_PARAMDEF_LINKED_VALUE_UNDEFINED": "value of '%symbol%' linked parameter is undefined", "ERROR_PARAMDEF_VALUE_FIXED": "value of '%symbol%' parameter cannot be changed", "ERROR_PARAMDEF_VALUE_INTEGER": "value of '%symbol%' parameter must be integer", "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", "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", "ERROR_PARAMDOMAIN_INVALID": "parameter '%symbol%: non supported '%domain%' definition domain", "ERROR_PROBLEM_LOADING_SESSION": "Session loaded, with errors", "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", "ERROR_STRUCTURE_Q_TROP_ELEVE": "The flow passing through the other devices is too high: the requested parameter is not calculable.", "INFO_CALCULATOR_CALC_NAME": "Calculator name", "INFO_CALCULATOR_CALCULER": "Compute", "INFO_CALCULATOR_PARAMFIXES": "Fixed parameters", "INFO_CALCULATOR_RESULTS_GENERATE_PAB": "Generate a fish ladder", "INFO_CALCULATOR_RESULTS_TITLE": "Results", "INFO_CALCULATOR_VALEURS": "Values", "INFO_CLOISONS_TITRE_COURT": "Cross walls", "INFO_CLOISONS_TITRE": "Fish ladder: Cross walls", "INFO_CLOSE_DIALOGUE_DEPENDING_MODULES": "The following modules depend on the one you are closing:", "INFO_CLOSE_DIALOGUE_TEXT": "Warning ! Parameters and results of this module will be lost.", "INFO_CLOSE_DIALOGUE_TITRE": "Closing calculation module", "INFO_CONDUITEDISTRIBUTRICE_TITRE_COURT": "Distrib.", "INFO_CONDUITEDISTRIBUTRICE_TITRE": "Distributor pipe", "INFO_COURBEREMOUS_TITRE_COURT": "Backwater", "INFO_COURBEREMOUS_TITRE": "Backwater curves", "INFO_DEVER_TITRE_COURT": "Free weir", "INFO_DEVER_TITRE": "Free flow weir stage-discharge laws", "INFO_DIALOG_COMPUTED_VALUE_TITLE": "Edit initial value", "INFO_DIALOG_EMPTY_CURRENT_SESSION": "Empty current session", "INFO_DIALOG_FIX_MISSING_DEPENDENCIES": "Fix missing dependencies", "INFO_DIALOG_FORMAT_VERSIONS_MISMATCH": "File format versions mismatch (file: %s, jalhyd: %s)", "INFO_DIALOG_LOAD_SESSION_FILENAME": "Choose a file", "INFO_DIALOG_LOAD_SESSION_TITLE": "Load calculator modules", "INFO_DIALOG_PAB_NB": "Number of falls", "INFO_DIALOG_PAB_Q": "Flow (m³/s)", "INFO_DIALOG_PAB_Z1": "Upstream elevation (m)", "INFO_DIALOG_PAB_Z2": "Downstream elevation (m)", "INFO_DIALOG_SAVE_SESSION_FILENAME": "File name", "INFO_DIALOG_SAVE_SESSION_TITLE": "Save calculator modules", "INFO_EMPTY_SESSION_DIALOGUE_TEXT": "Warning ! All open calculators will be lost. Continue ?", "INFO_EMPTY_SESSION_DIALOGUE_TITRE": "New session", "INFO_EXTRARES_ENUM_MACRORUGOFLOWTYPE_0": "Emergent", "INFO_EXTRARES_ENUM_MACRORUGOFLOWTYPE_1": "Quasi-emergent", "INFO_EXTRARES_ENUM_MACRORUGOFLOWTYPE_2": "Submerged", "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_ENUM_STRUCTUREFLOWMODE_0": "Weir", "INFO_EXTRARES_ENUM_STRUCTUREFLOWMODE_1": "Orifice", "INFO_EXTRARES_ENUM_STRUCTUREFLOWMODE_2": "Zero flow", "INFO_EXTRARES_ENUM_STRUCTUREFLOWREGIME_0": "Free flow", "INFO_EXTRARES_ENUM_STRUCTUREFLOWREGIME_1": "Partially submerged", "INFO_EXTRARES_ENUM_STRUCTUREFLOWREGIME_2": "Submerged", "INFO_EXTRARES_ENUM_STRUCTUREFLOWREGIME_3": "Zero flow", "INFO_FSC_FS_ADDED": "1 device added", "INFO_FSC_FS_ADDED_N_TIMES": "%s devices added", "INFO_FSC_FS_COPIED": "Device #%s copied", "INFO_FSC_FS_COPIED_N_TIMES": "Device #%s copied %s times", "INFO_FSC_FS_MOVED": "Device #%s moved", "INFO_FSC_FS_REMOVED": "Device #%s removed", "INFO_LECHAPTCALMON_TITRE_COURT": "Lechapt-C.", "INFO_LECHAPTCALMON_TITRE": "Lechapt-Calmon", "INFO_LIB_ALPHA": "Alpha coefficient", "INFO_LIB_ALPHA2": "Half-angle at the apex", "INFO_LIB_AVAL": "Downstream", "INFO_LIB_B": "Surface width", "INFO_LIB_BETA": "Beta coefficient", "INFO_LIB_BT": "Half opening of the triangle", "INFO_LIB_CD": "Discharge coefficient", "INFO_LIB_CLOISON": "Cross wall #", "INFO_LIB_CV": "Cv: Velocity coefficient", "INFO_LIB_CVQT": "CV.QT: Corrected discharge", "INFO_LIB_DH": "Fall", "INFO_LIB_DHR": "DHR : Residual fall", "INFO_LIB_EC": "EC: Kinetic energy", "INFO_LIB_ENUM_MACRORUGOFLOWTYPE": "Flow type", "INFO_LIB_FLU": "Subcritical water line", "INFO_LIB_FR": "Froude number", "INFO_LIB_FS_OUVRAGE": "Device", "INFO_LIB_FS_PARAM_CALC": "Calculation parameters", "INFO_LIB_FS_PARAM_HYDRO": "Hydraulic parameters", "INFO_LIB_HS": "Specific head", "INFO_LIB_HSC": "Critical head", "INFO_LIB_I-J": "Linear variation of specific head", "INFO_LIB_IMP": "Impulse", "INFO_LIB_J": "Head loss", "INFO_LIB_L": "Weir width", "INFO_LIB_OUVRAGE_Q_MODE": "Mode", "INFO_LIB_OUVRAGE_Q_REGIME": "Regime", "INFO_LIB_OUVRAGE_Q": "Discharge", "INFO_LIB_P": "Wetted perimeter", "INFO_LIB_PR": "Display accuracy", "INFO_LIB_PV": "Volumic dissipated power", "INFO_LIB_Q_GUIDETECH": "Technical guide flow", "INFO_LIB_Q": "Discharge", "INFO_LIB_QA": "Attraction flow", "INFO_LIB_R": "Hydraulic radius", "INFO_LIB_S": "Orifice area", "INFO_LIB_SELECT_LOIDEBIT": "Stage-discharge law", "INFO_LIB_SELECT_LOIDEBIT1_KIVI": "Kindsvater-Carter and Villemonte", "INFO_LIB_SELECT_LOIDEBIT1": "Stage-discharge law", "INFO_LIB_SELECT_LOIDEBIT2": "Stage-discharge law", "INFO_LIB_SELECT_LOIDEBIT3": "Stage-discharge law", "INFO_LIB_SELECT_LOIDEBIT4": "Stage-discharge law", "INFO_LIB_SELECT_OUVRAGE_SEUIL_RECT": "Rectangular weir", "INFO_LIB_SELECT_OUVRAGE": "Device", "INFO_LIB_STRUCT_CONTAINER": "Devices", "INFO_LIB_TAU0": "Tractive force", "INFO_LIB_TOR": "Supercritical water line", "INFO_LIB_V_GUIDETECH": "Technical guide speed", "INFO_LIB_V": "Average speed", "INFO_LIB_VDEB": "Conveyance speed", "INFO_LIB_VMAX": "Maximal speed", "INFO_LIB_YC": "Critical depth", "INFO_LIB_YCO": "Conjugate depth", "INFO_LIB_YF": "Subcritical depth", "INFO_LIB_YMOY": "Average depth", "INFO_LIB_YN": "Normal depth", "INFO_LIB_YT": "Supercritical depth", "INFO_LIB_Z": "Water level", "INFO_LIB_Z1": "Upstream water level", "INFO_LIB_Z2": "Downstream water level", "INFO_LIB_ZDV": "Crest weir elevation or gate base", "INFO_LIB_ZF2": "Downstream bottom elevation", "INFO_LIB_ZRAM": "Upstream apron elevation", "INFO_LIB_ZRB": "Downstream basin bottom elevation", "INFO_LIB_ZT": "Triangle top elevation", "INFO_LINKED_VALUE_DEVICE_RESULT": "%s (%s, device %s)", "INFO_LINKED_VALUE_DEVICE": "%s (%s, device %s)", "INFO_LINKED_VALUE_EXTRA_RESULT_OF": "%s (%s)", "INFO_LINKED_VALUE_EXTRA_RESULT": "%s (%s)", "INFO_LINKED_VALUE_RESULT": "%s (%s)", "INFO_LINKED_VALUE_SECTION_RESULT": "%s (%s, section)", "INFO_LINKED_VALUE_SECTION": "%s (%s, section)", "INFO_MACRORUGO_TITRE_COURT": "Rock-ramp", "INFO_MACRORUGO_TITRE": "Rock-ramp fishpasses", "INFO_MENU_EMPTY_SESSION_TITLE": "New session", "INFO_MENU_HELP_TITLE": "Help", "INFO_MENU_LOAD_SESSION_TITLE": "Load session", "INFO_MENU_NOUVELLE_CALC": "New calculation module", "INFO_MENU_REPORT_BUG": "Report an issue", "INFO_MENU_RESTORE_DEFAULT_SETTINGS": "Default settings", "INFO_MENU_SAVE_SESSION_TITLE": "Save session", "INFO_MENU_SAVE_SETTINGS": "Save settings", "INFO_MENU_SELECT_CALC": "Select calculator module", "INFO_OPTION_ALL_F": "All", "INFO_OPTION_ALL": "All", "INFO_OPTION_CANCEL": "Cancel", "INFO_OPTION_CLOSE": "Close", "INFO_OPTION_GENERATE": "Generate", "INFO_OPTION_LOAD": "Load", "INFO_OPTION_NO": "No", "INFO_OPTION_NONE_F": "None", "INFO_OPTION_NONE": "None", "INFO_OPTION_SAVE": "Save", "INFO_OPTION_START_NEW": "Start new session", "INFO_OPTION_VALIDATE": "Validate", "INFO_OPTION_YES": "Yes", "INFO_OUVRAGE": "Structure", "INFO_PAB_TITRE_COURT": "Fish ladder", "INFO_PAB_TITRE": "Fish ladder", "INFO_PABCHUTE_TITRE_COURT": "FL: fall", "INFO_PABCHUTE_TITRE": "Fish ladder: fall", "INFO_PABDIMENSIONS_TITRE_COURT": "FL: dimensions", "INFO_PABDIMENSIONS_TITRE": "Fish ladder: dimensions", "INFO_PABNOMBRE_TITRE_COURT": "FL : number", "INFO_PABNOMBRE_TITRE": "Fish ladder : number of falls", "INFO_PABPUISSANCE_TITRE_COURT": "FL: diss. power", "INFO_PABPUISSANCE_TITRE": "Fish ladder: dissipated power", "INFO_PARALLELSTRUCTURE_TITRE_COURT": "// structures", "INFO_PARALLELSTRUCTURE_TITRE": "Parallel structures", "INFO_PARAMFIELD_AWAITING_CALCULATION": "Awaiting calculation", "INFO_PARAMFIELD_CALCULATED": "Calculated", "INFO_PARAMFIELD_CALCULATION_FAILED": "Calculation failed", "INFO_PARAMFIELD_GRAPH_SELECT_X_AXIS": "Variable for X axis", "INFO_PARAMFIELD_GRAPH_SELECT_Y_AXIS": "Variable for Y axis", "INFO_PARAMFIELD_GRAPH_TYPE_HISTOGRAM": "Histogram", "INFO_PARAMFIELD_GRAPH_TYPE": "Graph type", "INFO_PARAMFIELD_IN_CALCULATION_INITIAL_VALUE": "initial value", "INFO_PARAMFIELD_IN_CALCULATION": "In calculation", "INFO_PARAMFIELD_PARAMCALCULER": "Calculate", "INFO_PARAMFIELD_PARAMFIXE": "Fixed", "INFO_PARAMFIELD_PARAMLIE_LABEL": "Linked parameter", "INFO_PARAMFIELD_PARAMLIE": "Link", "INFO_PARAMFIELD_PARAMVARIER_EXT_STRATEGY": "Values list extension strategy", "INFO_PARAMFIELD_PARAMVARIER_EXT_STRATEGY_REPEAT_LAST": "Repeat last value", "INFO_PARAMFIELD_PARAMVARIER_EXT_STRATEGY_RECYCLE": "Recycle values", "INFO_PARAMFIELD_PARAMVARIER_IMPORT_FICHIER": "Import file", "INFO_PARAMFIELD_PARAMVARIER_MINMAXSTEP": "min: %s, max: %s, step: %s", "INFO_PARAMFIELD_PARAMVARIER_MODE": "Mode", "INFO_PARAMFIELD_PARAMVARIER_SEPARATEUR_DECIMAL": "Decimal separator", "INFO_PARAMFIELD_PARAMVARIER_SEPARATEUR_POINT": ". (dot)", "INFO_PARAMFIELD_PARAMVARIER_SEPARATEUR_VIRGULE": ", (comma)", "INFO_PARAMFIELD_PARAMVARIER_TITLE": "Multiple values", "INFO_PARAMFIELD_PARAMVARIER_VALUES_FORMAT_ERROR": "Incorrect format; accepted separator: %s", "INFO_PARAMFIELD_PARAMVARIER_VALUES_FORMAT": "Values list", "INFO_PARAMFIELD_PARAMVARIER_VALUES": "Values:", "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_PARAMFIELD_VARIATED": "Variated", "INFO_PARAMMODE_LIST": "Values list", "INFO_PARAMMODE_MINMAX": "Min/max", "INFO_REGIMEUNIFORME_TITRE_COURT": "Uniform flow", "INFO_REGIMEUNIFORME_TITRE": "Uniform flow calculation", "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_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_REPORT_BUG_BODY": "This is an issue report.\n\nPlease describe quickly the issue you encoutered, and the steps you followed:\n\n\n\n\n--- Current session state - do not modify text below ---\n------------------------------------------------------------------------\n\n", "INFO_REPORT_BUG_SUBJECT": "Issue report", "INFO_REQUIRES": "requires", "INFO_SECTIONPARAMETREE_TITRE_COURT": "Param. section", "INFO_SECTIONPARAMETREE_TITRE": "Parametric section", "INFO_SETUP_ENABLE_NOTIFICATIONS": "Enable on-screen notifications", "INFO_SETUP_LANGUAGE": "Language", "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", "INFO_SNACKBAR_DEFAULT_SETTINGS_RESTORED": "Default settings restored", "INFO_SNACKBAR_RESULTS_CALCULATED": "Results calculated for", "INFO_SNACKBAR_RESULTS_INVALIDATED": "Results invalidated for", "INFO_SNACKBAR_SETTINGS_SAVED": "Settings saved on this device", "INFO_THEME_CREDITS": "Credit", "INFO_THEME_HYDRAULIQUE_A_SURFACE_LIBRE_DESCRIPTION": "Calculation modules for flows in channels and rivers", "INFO_THEME_HYDRAULIQUE_A_SURFACE_LIBRE_TITRE": "Open-channel flow", "INFO_THEME_HYDRAULIQUE_EN_CHARGE_DESCRIPTION": "Modules for calculating head losses in pressure pipes", "INFO_THEME_HYDRAULIQUE_EN_CHARGE_TITRE": "Pipe flow", "INFO_THEME_LOIS_D_OUVRAGES_DESCRIPTION": "Flow calculation for hydraulic devices (gates, weir, orifices)", "INFO_THEME_LOIS_D_OUVRAGES_TITRE": "Hydraulic structures", "INFO_THEME_MODULES_INUTILISES_DESCRIPTION": "Various calculation modules", "INFO_THEME_MODULES_INUTILISES_TITRE": "Other calculation modules", "INFO_THEME_PASSE_A_BASSIN_DESCRIPTION": "Tools for sizing a fish pass made with pools also called fish steps", "INFO_THEME_PASSE_A_BASSIN_TITRE": "Fish ladder", "INFO_THEME_PASSE_NATURELLE_DESCRIPTION": "Tools for sizing a natural fish pass also called macroroughness pass or rock-ramp fish pass", "INFO_THEME_PASSE_NATURELLE_TITRE": "Natural pass", "INFO_TITREJOURNAL": "Calculation log", "INFO_WELCOME_CONTENT": "<p>The Cassiopée software was developed by <a href=\"https://www.afbiodiversite.fr\" target=\"_blank\">AFB</a> (French Agency for Biodiversity) and <a href=\"http://g-eau.fr/index.php/en/\" target=\"_blank\">UMR G-EAU</a> (Joint Research Unit \"Water Management, Actors, Territories\").</p><p>It includes tools for designing fish passes, and hydraulic calculation tools useful for environmental and agricultural engineering.</p><p>For more information, consult <a href=\"assets/docs-fr/mentions_legales.html\" target=\"_blank\">legal notice</a> and <a href=\"assets/docs-fr/index.html\" target=\"_blank\">documentation</a>.</p>", "INFO_WELCOME_SUBTITLE": "Hydraulic calculators", "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" }