hydraulic_en.php

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<?php
// This is a SPIP language file  --  Ceci est un fichier langue de SPIP
$GLOBALS[$GLOBALS['idx_lang']] = array(
    // A
    'abscisse'          => "Abscissa (m)",
    'acier_lamine'      => "Rolled steel - Smooth concrete",
    'amont'             => "upstream",
    'arret_calcul'      => "Calculation stopped: Critical elevation reached at abscissa",
    'aucune'            => "None",
    'aval'              => "downstream",
    // B
    'berge'             => "Embankment",
    // C
    'calcul_caract'     => "The calculation has the following characteristics:",
    'calcul_remous'     => "Calculation of backwater curve",
    'calculer_remous'   => "Calculate the backwater curve",
    'caract_bief'       => "Features reach",
    'coef_strickler'    => "Strickler coefficient (m<sup>1/3</sup>s<sup>-1</sup>)",
    'condition_limite'  => "Boundary conditions",
    'calcul_fluvial'    => "Downstream boundary condition >= Critical elevation : calculation of subcritical part from downstream",
    'calcul_torrentiel' => "Uptream boundary condition <= Critical elevation : calculation of supercritical part from upstream",
    'choix_materiau'    => "Choice of material",
    'calculer'          => "Compute",
    'calculer_lechapt_calmon' => "Calculation with Lechapt and Calmon formula",
    'calcul_val'        => "Value to calculate",
    'caract'            => "Features",
    'caract_globale'    => "Overall features",
    'caract_hydraulique'=> "Hydraulic features",
    'caract_ouvrages'   => "Device features",
    'charge_spe'        => "Specific head (m)",
    'choix_donnee_calc' => "Choice of the data to compute",
    'choix_ouvrage'     => "Device",
    'choix_resolution'  => "Resolution method",
    'choix_section'     => "Choice of section type",
    'charge_critique'   => "Critical head (m)",
    'cote_eau'          => "Water level (m)",
    'coef'              => "Coefficient",
    'cunge'             => "Cunge 1980",
    // D
    'debit_amont'       => "Upstream flow (m<sup>3</sup>/s)",
    'def_section_trap'  => "Definition of trapezoidal section",
    'def_section_rect'  => "Definition of rectangular section",
    'def_section_circ'  => "Definition of circular section",
    'def_section_parab' => "Definition of parabolic section",
    'diametre'          => "Diameter (m)",
    'donnee_calc'       => "Data to compute",
    'debit'             => "Flow (m<sup>3</sup>/s)",
    'dichotomie_intervalle' => "Target value out of search interval",
    'dichotomie_non_convergence' => "Non convergence of dichotomy at required accuracy, found value correspond to a discharge of ",
    // E
    'erreur_obligatoire' => "This field is required",
    'erreur_non_numerique' => "This field must be numeric",
    'erreur_val_positive' => "This value must be strictly positive",
    'erreur_val_positive_nulle' => "This value must be positive or null",
    'euler_explicite'   => "Explicit Euler",
    // F
    'flag_erreur_calcul'=> "Calculation error",
    'flag_debit_nul'    => "No flow",
    'flag_libre_den'    => "Libre dénoyé",
    'flag_libre_noy'    => "Libre noyé",
    'flag_charge_den'   => "En charge dénoyé",
    'flag_charge_noy_part'=> "En charge partiellement noyé",
    'flag_charge_noy_tot' => "En charge totalement noyé",
    'flag_surverse_den' => "Surverse dénoyée",
    'flag_surverse_noy' => "Surverse noyée",
    'fond'              => "Bottom",
    'fruit'             => "Bank slope (m/m)",
    'fixer_val'         => "Fixed parameter",
    'fonte_beton_corrosive' =>"Unlined cast iron - Coarse concrete (corrosive water)",
    'fonte_beton_ncorrosive' => "Cast steel or uncoated - Concrete coarse (somewhat corrosive water)",
    'fonte_revt_ciment' => "Cast steel or cement coating",
    'fonte_revt_bitume' => "Cast iron or steel coating bitumen - Concrete centrifuged",
    'fonte_revt_centrifuge' => "Cast iron or steel coating centrifuged",
    'froud'             => "Froude number",
    'force_tract'       => "Tractive force (Pa)",
    // H
    'h_amont_imposee'   => "Water level imposed at upstream (m)",
    'h_aval_imposee'    => "Water level imposed at downstream (m)",
    'h_berge'           => "Embankment elevation (m)",
    'h_conjuguee'       => "Conjuguate water level",
    'h_critique'        => "Critical water level",
    'h_normale'         => "Normal water level",
    'h_normale_pente_neg_nul' => "The bottom slope is null or negative, the normal elevation is infinite",
    'h_pelle'           => "Sill elevation (m)",
    // I
    'impulsion'         => "Impulse (N)",
    'integration_trapez' => "Integration by trapezoid",
    // L
    'largeur_fond'      => "Width at bottom (m)",
    'largeur_berge'     => "Width at embankment level",
    'ligne_eau_fluviale'  => "Subcritical water profile",
    'ligne_eau_torrentielle'  => "Supercritical water profile",
    'log_titre'         => "Calculation's log",
    'longueur_bief'     => "Length of reach (m)",
    'larg_miroir'       => "Surface width (m)",
    'loi_debit'         => "Flow equation",
    // N
    'newton_non_convergence' => "Non-convergence of the calculation (Newton's method)",
    'non_calcule'       => "not calculated",
    // O
    'ordonnee'          => "Ordinate",
    'or_cemagref88'     => "Déversoir/Orifice Cemagref 88",
    'or_cemagref02'     => "Déversoir/Orifice Cemagref 02",
    // P
    'param_calcul'      => "Calculation parameters",
    'param_fixes'       => "Fixed parameters",
    'pas_ajustement'    => "adjustement of space step to ",
    'pas_discret'       => "Discretization step (m)",
    'pas_nombre'        => "Number of space step",
    'pente_fond'        => "Bottom slope (m/m)",
    'precision_calc'    => "Accuracy of calculation and display of dimensions (m)",
    'pas_calcul_depuis_aval' => "Downstream boundary condition < Critical elevation : no possible calculation from downstream",
    'pas_calcul_depuis_amont' => "Upstream boundary condition < Critical elevation : no possible calculation from upstream",
    'pas_var'           => "With a variation step of",
    'pvc'               => "PVC - Polyethylene",
    'param_Q'           => "Q: Flow (m&#179; / s)",
    'param_D'           => "D: Pipe diameter (m)",
    'param_J'           => "J: Head drop (m)",
    'param_Lg'          => "Lg: Pipe length (m)",
    'param_L'           => "Largeur (m)",
    'param_nu'          => "Dynamic (shear) viscosity (Pa&middot;s)",
    'param_W'           => "Ouverture (m)",
    'param_C'           => "Coefficient de débit",
    'param_CS'          => "Coefficient de débit de la surverse",
    'param_H'           => "Hauteur de la pelle (surverse)",
    'param_LF'          => "Largeur au fond (m)",
    'param_CR'          => "Coefficient de débit partie rectangulaire",
    'param_CT'          => "Coefficient de débit partie triangulaire",
    'param_F'           => "Fruit (m/m)",
    'param_ZM'          => "Cote de l'eau à l'amont (m)",
    'param_ZV'          => "Côte de l'eau à l'aval (m)",
    'pente_forte'       => "The water line slope is too steep at abscissa",
    'precision'         => "Display accuracy (m)",
    'perim_mouille'     => "Wetted perimeter",
    'perte_charge'      => "Head loss (m)",
    //R
    'rayon_hyd'         => "Hydraulic radius",
    'reduire_pas'       => "The discretisation step should be reduced",
    'ressaut_dehors'    => "Hydraulic jump detected @Sens@ abscissa @X@ m",
    'ressaut_hydrau'    => "Hydraulic jump detected between abscissa @Xmin@ and @Xmax@ m",
    'rugosite_nc'       => "Roughness (Strickler m<sup>1/3</sup>s<sup>-1</sup>)",
    'runge_kutta'       => "Runge–Kutta fourth-order",
    //S
    'saisie_erreur'     => "Your entry contains errors!",
    'section_trap'      => "Trapezoidal",
    'section_rect'      => "Rectangular",
    'section_circ'      => "Circular",
    'section_parab'     => "Parabolic",
    'seuil_rect'        => "Seuil Rectangulaire",
    'seuil_trap'        => "Seuil Trapézoïdal",
    'surf_mouille'      => "Wetted area m<sup>2</sup>",
    's_cemagref88'      => "Vanne de fond/Seuil Cemagref 88",
    's_denoye'          => "Seuil dénoyé",
    's_noye'            => "Seuil noyé",
    's_cemagref02'      => "Vanne de fond/Seuil Cemagref 02",
    //T
    'tirant_eau'        => "Draft (m)",
    'tirant_eau_conj'   => "Conjugate depth (m)",
    'tirant_eau_crit'   => "Critical depth (m)",
    'tirant_eau_fluv'   => "supercritical depth (m)",
    'tirant_eau_norm'   => "Normal depth (m)",
    'tirant_eau_torr'   => "subcritical depth (m)",
    'tuyau_lisse1'      => "Hydraulically smooth pipe - 0.05 &#8804; D &#8804; 0.2 ",
    'tuyau_lisse2'      => "Hydraulically smooth pipe - 0.25 &#8804; D &#8804; 1 ",
    'type_ecoulement'   => "Type of flow",
    'type_materiau'     => "Type of material",
    'type_ouvrage'      => "Type of device",
    'type_section'      => "Type of section",
    //V
    'valeurs'           => "Values",
    'val_min'           => "From minimum value",
    'val_max'           => "To maximum value",
    'vanne_circ'        => "Circular gate",
    'vanne_rect'        => "Rectangular gate",
    'vanne_trap'        => "Trapezoidal gate",
    'varier_val'        => "Parameter to vary ",
    'vit_moy'           => "Average speed (m/s)",
    'var_lin'           => "Linear variation of specific head (m/m)",
    'v_denoye'          => "Free flow gate",
    'v_noye'            => "Submerged flow gate",

);

?>