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Commit 038c93bf authored by David Dorchies's avatar David Dorchies
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Merge branch '657-ajout-de-la-passe-a-rugosite-de-fond' into 'devel'

Resolve "Ajout de la passe à rugosité de fond"

Closes #657

See merge request !253
parents 80bf0c95 3d9ee9e0
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2 merge requests!275Release v4.19.0,!253Resolve "Ajout de la passe à rugosité de fond"
Pipeline #172353 passed
master
340-ajout-de-la-passe-a-rugosite-de-fond
[
{
"id": "fs_hydraulique",
"type": "fieldset",
"fields": [
"Q",
"Z1"
]
},
{
"id": "fs_geometry_crete",
"type": "fieldset",
"fields": [
"L",
"Cd"
]
},
{
"id": "fs_geometry_rampe",
"type": "fieldset",
"fields": [
{
"id": "If",
"help": "hsl/pente.html"
},
"d65",
"a"
]
},
{
"id": "fs_type",
"type": "fieldset",
"fields": [
"ZF1",
{
"id": "ZD1",
"allowEmpty": true
},
{
"id": "ZR1",
"allowEmpty": true
},
{
"id": "Nb",
"allowEmpty": true
}
]
}
]
{
"fs_hydraulique": "Hydraulic parameters",
"fs_geometry_crete": "Crest geometry",
"fs_geometry_rampe": "Ramp geometry",
"fs_type": "Ramp type",
"fs_pass": "Fish pass parameters",
"fs_bloc": "Blocks parameters",
"fs_pass_type": "Pass type",
"macrorugo_container": "Aprons",
"fs_macrorugo": "Apron",
"select_passtype": "Pass type",
"Q": "Flow",
"If": "Slope",
"a": "Strickler correction factor",
"ZF1": "Upstream ramp bottom elevation",
"ZD1": "Lower upstream ramp bottom elevation",
"ZR1": "Upper upstream ramp bottom elevation",
"Nb": "Number of baffles",
"L": "Total width of ramp",
"Cd": "Discharge coefficient",
"d65": "d65",
"PASSTYPE_0": "Horizontal aprons",
"PASSTYPE_1": "Inclined apron"
}
\ No newline at end of file
{
"fs_hydraulique": "Paramètres hydrauliques",
"fs_geometry_crete": "Géométrie de la crête",
"fs_geometry_rampe": "Géométrie de la rampe",
"fs_type": "Type de rampe",
"fs_pass": "Paramètres de la passe",
"fs_bloc": "Paramètres des blocs",
"fs_pass_type": "Type de passe",
"macrorugo_container": "Radiers",
"fs_macrorugo": "Radier",
"select_passtype": "Type de passe",
"Q": "Débit",
"If": "Pente",
"a": "Coefficient correcteur du Strickler",
"ZF1": "Cote de fond amont rampe",
"ZD1": "Cote de fond bas amont rampe",
"ZR1": "Cote de fond haut amont rampe",
"Nb": "Nombre de ralentisseurs",
"L": "Largeur totale de la rampe",
"Cd": "Coefficient de débit",
"d65": "d65",
"PASSTYPE_0": "Radier horizontal",
"PASSTYPE_1": "Radier incliné"
}
\ No newline at end of file
......@@ -31,7 +31,7 @@
"path": "passe-naturelle.jpg",
"credits": "S. Richard / OFB"
},
"calculators": [ 11, 17, 27, 37 ]
"calculators": [ 11, 17, 27, 37, 38 ]
},
{
"name": "VERIFICATION",
......
......@@ -82,6 +82,10 @@
"ERROR_STRUCTURE_Q_TROP_ELEVE": "The flow passing through the other devices is too high: the requested parameter is not calculable.",
"ERROR_STRUCTURE_ZDV_PAS_CALCULABLE": "Parameter \"Crest elevation\" cannot be calculated with this discharge law",
"ERROR_STRUCTURE_Z_EGAUX_Q_NON_NUL": "Upstream and downstream elevations are equal but flow is not null",
"ERROR_ELEVATION_Z1_LOWER_THAN_ZF1": "Upstream elevation is lower than the upstream bottom elevation of the ramp",
"ERROR_ELEVATION_Z1_EQUAL_TO_ZF1": "Upstream elevation is equal to the upstream bottom elevation of the ramp",
"ERROR_COEF_DEBIT_NULL": "Calculation is impossible when discharge coefficient is null",
"ERROR_D65_NULL": "Calculation is impossible when d65 is null",
"INFO_CALCULATOR_CALC_NAME": "Calculator name",
"INFO_CALCULATOR_CALCULER": "Compute",
"INFO_CALCULATOR_CLONE": "Duplicate",
......@@ -512,6 +516,8 @@
"INFO_PARALLELSTRUCTURE_TITRE_COURT": "// structures",
"INFO_PARALLELSTRUCTURE_TITRE": "Parallel structures",
"INFO_PAR_TITRE": "Baffle fishway: setup",
"INFO_RUGOFOND_TITRE": "Bed roughness fishpasses",
"INFO_RUGOFOND_TITRE_COURT": "Bed roughness",
"INFO_PAR_DESCRIPTION": "planes Denil Fatou superactive mixte chevrons canoe",
"INFO_PAR_TITRE_COURT": "HF: setup",
"INFO_PARSIMULATION_TITRE": "Baffle fishway: simulation",
......
......@@ -82,6 +82,10 @@
"ERROR_STRUCTURE_Q_TROP_ELEVE": "Le débit passant par les autres ouvrages est trop élevé : le paramètre demandé n'est pas calculable.",
"ERROR_STRUCTURE_ZDV_PAS_CALCULABLE": "Le paramètre \"Cote de radier\" ne peut pas être calculé avec cette loi de débit",
"ERROR_STRUCTURE_Z_EGAUX_Q_NON_NUL": "Les cotes amont aval sont égales et le débit n'est pas nul",
"ERROR_ELEVATION_Z1_LOWER_THAN_ZF1": "La cote amont est plus basse que la cote de fond amont de la rampe",
"ERROR_ELEVATION_Z1_EQUAL_TO_ZF1": "La cote de l'eau amont est égale à la cote de fond amont de la rampe",
"ERROR_COEF_DEBIT_NULL": "Le calcul impossible à cause d'un coefficient de débit nul",
"ERROR_D65_NULL": "Le calcul impossible à cause d'un d65 nul",
"INFO_CALCULATOR_CALC_NAME": "Nom du module de calcul",
"INFO_CALCULATOR_CALCULER": "Calculer",
"INFO_CALCULATOR_CLONE": "Dupliquer",
......@@ -513,6 +517,8 @@
"INFO_PARALLELSTRUCTURE_TITRE_COURT": "Ouvrages",
"INFO_PARALLELSTRUCTURE_TITRE": "Lois d'ouvrages",
"INFO_PAR_TITRE": "Passe à ralentisseurs : calage",
"INFO_RUGOFOND_TITRE": "Passe à rugosité de fond",
"INFO_RUGOFOND_TITRE_COURT": "Rugofond",
"INFO_PAR_DESCRIPTION": "plans Denil Fatou fonds suractifs mixte chevrons canoë",
"INFO_PAR_TITRE_COURT": "PAR : calage",
"INFO_PARSIMULATION_TITRE": "Passe à ralentisseurs : simulation",
......
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