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No files matched your search
@@ -39,9 +39,9 @@ logger = logging.getLogger()
|
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@dataclass
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||||
class Tabulation:
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z: np.array([])
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A: np.array([])
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L: np.array([])
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z: np.ndarray
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A: np.ndarray
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L: np.ndarray
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||||
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||||
|
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class ProfileXYZ(Profile, SQLSubModel):
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@@ -315,6 +315,14 @@ class SolverParametersList(PamhyrModelList):
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||||
n._lst = list(map(lambda t: t[1], sorted(lst)))
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||||
|
||||
# Parameters added to the solver after the study was saved
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names = {p.name for p in n._lst}
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n._lst += [
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Parameter(name=name, value=value, status=status)
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for name, value in st.default_parameters()
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if name not in names
|
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]
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||||
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||||
new[solver] = n
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return new
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+6
-1
@@ -25,6 +25,7 @@ from PyQt5.QtCore import QProcess
|
||||
|
||||
from Scripts.AScript import AScript
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from Model.Study import Study
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from View.RunSolver.Translate import RunSolverTranslate
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||||
logger = logging.getLogger()
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@@ -89,12 +90,16 @@ class ScriptRun(AScript):
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||||
# Export and Run
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logger.info(f"~Export~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~")
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solver.export(study, workdir, qlog=self._q)
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ok = solver.export(study, workdir, qlog=self._q)
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||||
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||||
while self._q.qsize() != 0:
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||||
s = self._q.get()
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logger.info(s)
|
||||
|
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if not ok:
|
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logger.warning(RunSolverTranslate()["export_failed"])
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return
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||||
|
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if command == "run":
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logger.info(f"~Run~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~")
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solver.run(
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+746
-366
File diff suppressed because it is too large.
Load diff
@@ -35,7 +35,7 @@ solver_long_name = {
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# "mage_fake7": "Mage fake v7",
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||||
"adistswc": "Adis-TS_WC",
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||||
"adisttwc": "Adis-TT_WC",
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||||
# "rubarbe": "RubarBE",
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||||
"rubarbe": "RubarBE",
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||||
"rubar3": "Rubar3",
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||||
}
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||||
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||||
@@ -46,6 +46,6 @@ solver_type_list = {
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||||
# "mage_fake7": MageFake7,
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"adistswc": AdisTSwc,
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"adisttwc": AdisTTwc,
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# "rubarbe": RubarBE,
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"rubarbe": RubarBE,
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"rubar3": Rubar3,
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}
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@@ -0,0 +1,160 @@
|
||||
# Translate.py -- Pamhyr
|
||||
# Copyright (C) 2023-2026 INRAE
|
||||
#
|
||||
# This program is free software: you can redistribute it and/or modify
|
||||
# it under the terms of the GNU General Public License as published by
|
||||
# the Free Software Foundation, either version 3 of the License, or
|
||||
# (at your option) any later version.
|
||||
#
|
||||
# This program is distributed in the hope that it will be useful,
|
||||
# but WITHOUT ANY WARRANTY; without even the implied warranty of
|
||||
# MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
|
||||
# GNU General Public License for more details.
|
||||
#
|
||||
# You should have received a copy of the GNU General Public License
|
||||
# along with this program. If not, see <https://www.gnu.org/licenses/>.
|
||||
|
||||
# -*- coding: utf-8 -*-
|
||||
|
||||
from PyQt5.QtCore import QCoreApplication
|
||||
|
||||
from View.Tools.PamhyrTranslate import PamhyrTranslate
|
||||
|
||||
_translate = QCoreApplication.translate
|
||||
|
||||
|
||||
class RunSolverTranslate(PamhyrTranslate):
|
||||
def __init__(self):
|
||||
super(RunSolverTranslate, self).__init__()
|
||||
|
||||
self._dict["invalid_options"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: {key}: expected three digits, each 1 or 2, "
|
||||
"Select valid options in the parameters (tab Solid Transport)."
|
||||
)
|
||||
self._dict["unsupported_transport_law"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: {key}: unsupported transport law {value!r}. "
|
||||
"Please choose another transport law from the list."
|
||||
)
|
||||
self._dict["warning"] = _translate("Solver", "Warning: {message}")
|
||||
self._dict["incompatible_upstream_boundary"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: REGIME=1 is incompatible with CONDAM=0. "
|
||||
"A reflecting upstream boundary cannot impose the water depth."
|
||||
)
|
||||
self._dict["missing_tcadim"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: {key}: the selected transport law and options "
|
||||
"use a dimensionless critical stress given by the user. "
|
||||
"Fill it in the parameters (tab Solid Transport)."
|
||||
)
|
||||
self._dict["missing_solid_boundary"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: sediment transport (TRASED) is enabled but "
|
||||
"no solid boundary condition is defined at the upstream node "
|
||||
"of reach(es): {reaches}. Add a solid boundary condition, or "
|
||||
"disable sediment transport in the solver parameters."
|
||||
)
|
||||
self._dict["multireach_unsupported"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: the Rubar export supports a single reach, "
|
||||
"{count} enabled reaches found."
|
||||
)
|
||||
self._dict["not_enough_profiles"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: reach {reach} needs at least two profiles."
|
||||
)
|
||||
self._dict["rk_not_increasing"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: the profiles of reach {reach} must have "
|
||||
"strictly increasing rk. Sort the profiles of the geometry."
|
||||
)
|
||||
self._dict["boundary_code_unsupported"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: {key}={value} is not supported by the Rubar "
|
||||
"export (single reach)."
|
||||
)
|
||||
self._dict["boundary_missing"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: {setting} requires a {kind} boundary "
|
||||
"condition at node {node}."
|
||||
)
|
||||
self._dict["boundary_unexpected"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: boundary condition {name} ({kind}) at node "
|
||||
"{node} is not used with {setting}. Remove it or change the "
|
||||
"boundary settings in the solver parameters."
|
||||
)
|
||||
self._dict["boundary_ambiguous"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: several {kind} boundary conditions at node "
|
||||
"{node}."
|
||||
)
|
||||
self._dict["boundary_empty"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: boundary condition {name} at node {node} "
|
||||
"has no value."
|
||||
)
|
||||
self._dict["boundary_not_sorted"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: the times of boundary condition {name} at "
|
||||
"node {node} must be increasing."
|
||||
)
|
||||
self._dict["upstream_level_unsupported"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: {setting} imposes an upstream water level, "
|
||||
"which the current RubarBE version reads but does not use in "
|
||||
"the computation. Choose another upstream boundary setting."
|
||||
)
|
||||
self._dict["missing_friction"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: no friction defined on reach {reach}."
|
||||
)
|
||||
self._dict["missing_initial_conditions"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: no initial condition defined on reach "
|
||||
"{reach}."
|
||||
)
|
||||
self._dict["discharge_out_of_range"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: initial discharges of reach {reach} must be "
|
||||
"greater than -500 m3/s."
|
||||
)
|
||||
self._dict["duplicate_point_name"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: several points are named '{name}' in "
|
||||
"profile {profile} of reach {reach}."
|
||||
)
|
||||
self._dict["main_channel"] = _translate("Solver", "main channel")
|
||||
self._dict["active_bed"] = _translate("Solver", "active bed")
|
||||
self._dict["bed_limits_invalid"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: in profile {profile} of reach {reach}, the "
|
||||
"{bed} limits (points '{left}' and '{right}', or the profile "
|
||||
"ends) must be ordered from left to right with at least one "
|
||||
"point between them."
|
||||
)
|
||||
self._dict["missing_sediment_layers"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: point {point} of profile {profile} of reach "
|
||||
"{reach} has no sediment layer, which the sediment transport "
|
||||
"requires."
|
||||
)
|
||||
self._dict["invalid_sediment_layer"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: layer '{layer}' of sediment layers '{sl}' "
|
||||
"(profile {profile} of reach {reach}) must have a thickness "
|
||||
">= 0, D50 > 0 m, sigma >= 1 (1 for a uniform sediment) and a "
|
||||
"critical constraint >= 0 Pa."
|
||||
)
|
||||
self._dict["too_many_compartments"] = _translate(
|
||||
"Solver",
|
||||
"Export cancelled: sediment layers '{sl}' (profile {profile} of "
|
||||
"reach {reach}) give {count} compartments, RubarBE accepts at "
|
||||
"most {maximum}. A non erodible compartment is added under an "
|
||||
"erodible last layer."
|
||||
)
|
||||
self._dict["export_failed"] = _translate(
|
||||
"Solver", "Export failed; task cancelled"
|
||||
)
|
||||
@@ -0,0 +1,367 @@
|
||||
"""Rubar parameter descriptions (notice sections 3.1, 3.10 and annex 1).
|
||||
|
||||
Keys and values keep their historical database representation.
|
||||
"""
|
||||
|
||||
from dataclasses import dataclass
|
||||
from decimal import Decimal, DecimalException, InvalidOperation
|
||||
|
||||
from Solver.RubarBE import Rubar3
|
||||
|
||||
|
||||
GROUPS = ('Temps et calcul', 'Hydraulique', 'Transport solide',
|
||||
'Évolution du fond', 'Sauvegardes')
|
||||
YES_NO = {'y': 'Oui', 'n': 'Non'}
|
||||
ON_OFF = {'1': 'Oui', '0': 'Non'}
|
||||
LAWS = {
|
||||
'1': 'Meyer-Peter et Müller', '2': 'Engelund et Hansen', '3': 'Bagnold',
|
||||
'8': 'Ackers et White (1973)', '9': 'Smart et Jaeggi', '10': 'van Rijn',
|
||||
'11': 'Rickenmann', '12': 'Camenen et Larson', '13': 'Schoklitsch',
|
||||
'14': 'Sato, Hikkawa et Ashida', '15': 'Recking et al. (2008)',
|
||||
'16': 'Brownlie', '17': 'Laursen', '18': 'Ackers et White (1990)',
|
||||
'19': 'Karim', '20': 'Karim et Kennedy', '21': 'Yang et Lim (2003)',
|
||||
'22': 'Yang (1984)', '23': 'Yang (1979)', '24': 'Yang (1973)',
|
||||
'25': 'van Rijn (1984) — suspension', '26': 'van Rijn (1984) — charriage',
|
||||
'27': 'Recking et al. (2016)', '28': 'Piton et al. (2017)',
|
||||
'29': 'Lefort (2007)', '30': 'Lefort (2015)',
|
||||
}
|
||||
OPTION_CHOICES = (
|
||||
('Correction de pente',
|
||||
{'1': 'Correction d’Ikeda', '2': 'Sans correction'},
|
||||
'Permet d\'introduire que la répartition de la contrainte critique dans '
|
||||
'une section en travers est influencée par la pente transversale'),
|
||||
('Seuil critique', {'1': 'Fourni par l’utilisateur',
|
||||
'2': 'Calculé par le diagramme de Shields'},
|
||||
'Permet de choisir pour certaines formules de capacité, entre un seuil '
|
||||
'critique fourni par l’utilisateur ou '
|
||||
'un seuil critique calculé par le diagramme de Shields.'),
|
||||
('Contrainte utilisée', {'1': 'Contrainte efficace',
|
||||
'2': 'Contrainte non réduite'},
|
||||
'Permet de choisir pour certaines formules de capacité, entre la '
|
||||
'contrainte efficace calculée ou la contrainte non réduite.'),
|
||||
)
|
||||
|
||||
|
||||
# Choices read by RubarBE 2021 but never used by its computation: the
|
||||
# upstream level of HAMONT (rubar_init.f90). The export refuses them.
|
||||
UNSUPPORTED_CHOICES = {
|
||||
('rubarbe_condam', '2'): 'La version actuelle de RubarBE ne prend pas '
|
||||
'en compte la cote amont imposée.',
|
||||
('rubarbe_regime', '1'): 'La version actuelle de RubarBE ne prend pas '
|
||||
'en compte le tirant d’eau amont imposé.',
|
||||
}
|
||||
|
||||
|
||||
@dataclass(frozen=True)
|
||||
class Field:
|
||||
key: str
|
||||
group: int
|
||||
label: str
|
||||
help: str
|
||||
kind: str = 'real'
|
||||
choices: dict = None
|
||||
minimum: float = 0
|
||||
maximum: float = None
|
||||
positive: bool = False
|
||||
optional: bool = False
|
||||
|
||||
|
||||
def fields():
|
||||
"""Describe historical Rubar fields without changing their defaults."""
|
||||
result = []
|
||||
|
||||
def add(key, group, label, help, **kwargs):
|
||||
result.append(Field('rubarbe_' + key, group, label, help, **kwargs))
|
||||
|
||||
def choice(key, group, label, help, choices):
|
||||
add(key, group, label, help, kind='choice', choices=choices)
|
||||
|
||||
add('cfl', 0, 'Nombre de Courant (CFL)',
|
||||
'Limite supérieure du nombre de Courant, afin d\'assurer la stabilité '
|
||||
'du schéma numérique ; comprise entre 0 et 1.',
|
||||
positive=True, maximum=1)
|
||||
for key, label, help in (
|
||||
('tinit', 'Début du calcul',
|
||||
'Doit correspondre aux conditions initiales.'),
|
||||
('tmax', 'Fin du calcul', 'Doit être postérieure au début du calcul.'),
|
||||
):
|
||||
add(key, 0, label + ' (j:h:min:s ou s)', help, kind='time')
|
||||
choice('iopdt', 0, 'Gestion du pas de temps',
|
||||
'En mode mixte, le pas reste fixe jusqu’à la date de bascule.',
|
||||
{'y': 'Automatique', 'n': 'Fixe',
|
||||
'm': 'Mixte : fixe puis automatique'})
|
||||
add('dt', 0, 'Pas de temps initial ou fixe (s)',
|
||||
'Premier pas en mode automatique, pas demandé en mode fixe.',
|
||||
positive=True)
|
||||
add('tiopdt', 0, 'Fin de la période à pas fixe' + ' (j:h:min:s ou s)',
|
||||
'Utilisée uniquement avec un pas de temps mixte.', kind='time')
|
||||
choice('rep', 0, 'Reprendre un calcul',
|
||||
'Nécessite les fichiers de reprise du calcul précédent.', YES_NO)
|
||||
|
||||
choice('condam', 1, 'Condition à la limite amont',
|
||||
'Le choix doit correspondre aux données de la limite amont. '
|
||||
'La cote imposée n’est pas prise en compte par la version '
|
||||
'actuelle de RubarBE.',
|
||||
{'0': 'Réflexion', '1': 'Débit imposé Q(t)',
|
||||
'2': 'Cote imposée Z(t)', '4': 'Confluence'})
|
||||
choice('condav', 1, 'Condition à la limite aval',
|
||||
'Le choix doit correspondre aux données de la limite aval.',
|
||||
{'0': 'Sortie libre', '1': 'Courbe de tarage Q(Z)',
|
||||
'2': 'Réflexion',
|
||||
'3': 'Cote imposée Z(t)', '4': 'Confluence / défluence',
|
||||
'5': 'Régime uniforme', '7': 'Régime critique'})
|
||||
choice('regime', 1, 'Imposer aussi le tirant d’eau amont',
|
||||
'Complète le débit imposé ; non pris en compte par la version '
|
||||
'actuelle de RubarBE.',
|
||||
ON_OFF)
|
||||
choice('iodev', 1, 'Déversement latéral',
|
||||
'Nécessite les données de déversements latéraux.',
|
||||
YES_NO)
|
||||
for key, label, help in (
|
||||
('iodebord', 'Formule Debord',
|
||||
'Oui: utilise la formule Debord pour les lits composés.\nNon:'
|
||||
' pas de perte de charge complémentaire entre lit mineur et moyen.'),
|
||||
('iostockage', 'Stockage dans le lit majeur',
|
||||
'Traite le lit majeur sous la berge la plus basse comme zone '
|
||||
'de stockage.'),
|
||||
):
|
||||
choice(key, 1, label, help, YES_NO)
|
||||
choice('optfpc', 1, 'Calcul du frottement',
|
||||
'Strickler fourni ou frottement calculé à partir des sédiments.',
|
||||
{'0': 'Coefficients de Strickler fournis', '1': 'Brownlie (1983)',
|
||||
'2': 'Griffith (1981) - pour un fond mobile', '3': 'Karim (1995)',
|
||||
'4': 'Wu et Wang (1999)', '5': 'Yu et Lim (2003)',
|
||||
'6': 'Recking et al. (2008)', '7': 'Garde et Raju (1966)'})
|
||||
for key, label in (
|
||||
('ros', 'Masse volumique des sédiments (kg/m³)'),
|
||||
('dm', 'Diamètre médian des sédiments (m)'),
|
||||
('segma', 'Étendue granulométrique des sédiments (—)'),
|
||||
):
|
||||
add(key, 1, label,
|
||||
'Utilisé pour le frottement calculé sans transport solide '
|
||||
'(disponible uniquement si le transport solide est désactivé '
|
||||
'et que le calcul du frottement se fait avec les sédiments).',
|
||||
positive=True)
|
||||
|
||||
choice('trased', 2, 'Activer le transport solide',
|
||||
'Fonction de RubarBE. L’évolution du fond se règle séparément.',
|
||||
YES_NO)
|
||||
add('sediment_ros', 2, 'Masse volumique des sédiments (kg/m³)',
|
||||
'Masse volumique des grains.', positive=True)
|
||||
add('sediment_por', 2, 'Porosité des sédiments (—)',
|
||||
'Fraction du volume occupée par les vides : de 0 inclus à 1 exclu.',
|
||||
positive=True, maximum=1)
|
||||
choice('sediment_opts', 2, 'Loi de capacité solide',
|
||||
'Formule de capacité solide ; choisir selon le domaine '
|
||||
'physique.',
|
||||
LAWS)
|
||||
choice('sediment_unisol', 2, 'Unité des débits ou concentrations solides',
|
||||
'Unité des débits ou concentrations solides.',
|
||||
{'1': 'Débit massique (kg/s)', '2': 'Concentration (kg/m³)'})
|
||||
choice('sediment_odchar', 2, 'Distance de chargement',
|
||||
'Option de calcul de la ditance de chargement.',
|
||||
{'0': 'Distance constante', '1': 'Loi de Han', '2': 'Wu et Wang'})
|
||||
add('sediment_dcharg', 2, 'Distance de chargement constante (m)',
|
||||
'Utilisée uniquement si la distance de chargement est constante.')
|
||||
add('sediment_halfa', 2, 'Paramètre alpha de Han (m)',
|
||||
'Utilisé uniquement avec la loi de chargement de Han.')
|
||||
add('sediment_option', 2, 'Calcul de la contrainte critique',
|
||||
'Trois choix indépendants, enregistrés ensemble dans OPTION.',
|
||||
kind='options')
|
||||
add('sediment_tcadim', 2, 'Seuil critique adimensionnel (—)',
|
||||
'Contrainte critique adimensionnelle (TCADIM) fournie par '
|
||||
'l’utilisateur, par exemple 0,047 pour Meyer-Peter et Müller ou 0,15 '
|
||||
'pour Recking et al. (2008). Utilisée lorsque le seuil n’est pas '
|
||||
'calculé par le diagramme de Shields et que la loi en a besoin.',
|
||||
positive=True, optional=True)
|
||||
add('sediment_visc', 2, 'Viscosité cinématique de l’eau (m²/s)',
|
||||
'Viscosité cinématique de l’eau, variable avec la température. '
|
||||
'À 15 °C : environ 1,30 × 10⁻⁶ m²/s.', positive=True)
|
||||
choice('sediment_choixc', 2, 'Calcul de la contrainte hydrodynamique de '
|
||||
'cisaillement',
|
||||
'MPC : méthode des perpendiculaires confondues (notice §8.5).',
|
||||
{'1': 'MPC', '2': 'Répartition uniforme',
|
||||
'3': 'MPC — pente moyenne sur 3 segments',
|
||||
'4': 'MPC — moyenne sur 3 segments',
|
||||
'5': 'MPC — moyenne sur une distance de périmètre de '
|
||||
'longueur égale à la hauteur d’eau',
|
||||
'6': 'MPC — proportionnelle au diamètre de la couche '
|
||||
'puissance 1/3',
|
||||
'7': 'MPC — proportionnelle au Strickler puissance −3/2',
|
||||
'8': 'MPC — proportionnelle à la hauteur d’eau'})
|
||||
choice('sediment_capsol', 2, 'Calcul de la capacité solide',
|
||||
'Les méthodes 2 et 3 nécessitent une répartition MPC.',
|
||||
{'1': 'Contrainte moyenne, largeur active imposée',
|
||||
'2': 'Contrainte moyenne, largeur active calculée',
|
||||
'3': 'Répartition locale des contraintes'})
|
||||
add('sediment_mult_1', 2, 'Multiplicateur de la capacité de chariage (—)',
|
||||
'1 conserve la capacité calculée par la loi choisie.')
|
||||
|
||||
choice('sediment_defond', 3, 'Faire évoluer la géométrie du lit',
|
||||
'Le transport solide peut être calculé sans déformation du lit.',
|
||||
ON_OFF)
|
||||
choice('sediment_demix', 3, 'Activer le démixage',
|
||||
'Option pour le demixage de deux compartiments sédimentaires.',
|
||||
ON_OFF)
|
||||
for key, label in (
|
||||
('dchard', 'Distance de chargement pour le diamètre de sédiment (m)'),
|
||||
('dchars', 'Distance de chargement de l’étendue granulométrique des '
|
||||
'sédiments (m)'),
|
||||
):
|
||||
add('sediment_' + key, 3, label,
|
||||
'Utilisée uniquement lorsque le démixage est activé.')
|
||||
choice('sediment_typdef', 3, 'Actualisation de la masse active',
|
||||
'Actualise la masse active après une variation relative de 10⁻ⁿ.',
|
||||
{'0': 'À chaque pas', '1': 'Variation de 10 %',
|
||||
'2': 'Variation de 1 %', '3': 'Variation de 0,1 %',
|
||||
'4': 'Variation de 0,01 %'})
|
||||
choice('sediment_depot', 3, 'Méthode d\'application du dépôt',
|
||||
'Méthodes de déformation de la section décrites au §8.5.3.',
|
||||
{'1': 'Couches horizontales',
|
||||
'2': 'Uniforme sur le périmètre mouillé',
|
||||
'3': 'Inverse de la contrainte locale (1/τ)',
|
||||
'4': 'Selon le seuil critique — tout le lit actif mouillé',
|
||||
'5': 'Selon le seuil critique — une partie du lit actif mouillé',
|
||||
'6': 'Méthode 6 — fonction des contraintes (notice §8.5.3)',
|
||||
'7': 'Méthode 7 — fonction des contraintes (notice §8.5.3)',
|
||||
'8': 'Méthode 8 — code cité dans l’annexe 1'})
|
||||
choice('sediment_varcons', 3, 'Grandeurs conservées après déformation',
|
||||
'Les autres grandeurs hydrauliques sont recalculées.',
|
||||
{'1': 'Section mouillée et débit', '2': 'Niveau d’eau et débit',
|
||||
'3': 'Niveau d’eau et vitesse'})
|
||||
add('sediment_bmiu', 3, 'Tangente de l’angle de frottement interne (—)',
|
||||
'Saisir tan(angle), et non l’angle en degrés, de la valeur moyenne '
|
||||
'de la tangente de l\'angle de frottement interne de sédiments.',
|
||||
positive=True)
|
||||
for i, label in enumerate((
|
||||
'Épaisseur de couche active : multiplicateur du d84',
|
||||
'Épaisseur de fines infiltrantes : multiplicateur du d16',
|
||||
'Coefficient de mélange des couches superficielles',
|
||||
'Coefficient de création d’une couche de dépôt',
|
||||
), 2):
|
||||
add(f'sediment_mult_{i}', 3, label + ' (—)',
|
||||
'Facultatif : laisser vide pour utiliser le comportement '
|
||||
'du solveur.',
|
||||
optional=True)
|
||||
|
||||
for key, label, help in (
|
||||
('ts', 'Instant de sauvegarde pour reprise',
|
||||
'Écrit les fichiers de reprise lorsque cet instant est dépassé.'),
|
||||
('dtsauv', 'Intervalle de sauvegarde des profils',
|
||||
'0 demande une sauvegarde à chaque pas de calcul.'),
|
||||
('psave', 'Intervalle de sauvegarde des hydrogrammes',
|
||||
'0 demande une sauvegarde à chaque pas de calcul.'),
|
||||
):
|
||||
add(key, 4, label + ' (j:h:min:s ou s)', help, kind='time')
|
||||
for i, label in enumerate((
|
||||
'Fichiers de reprise', 'Hydrogrammes aux abscisses choisies',
|
||||
'Enveloppes des résultats', 'Profils aux instants choisis',
|
||||
'Profils à intervalle fixe', 'Temps de dépassement des débits',
|
||||
), 1):
|
||||
choice(f'tf_{i}', 4, label,
|
||||
'Les abscisses ou instants demandés '
|
||||
'doivent être définis dans les données correspondantes.',
|
||||
YES_NO)
|
||||
for i in range(1, 4):
|
||||
add(f'fdeb{i}', 4, f'Seuil de débit du front {i} (m³/s)',
|
||||
'Débit pour lequel à chaque abscisse, est enregistré le temps '
|
||||
'de premier dépassement (fichier TRAJEC si demandé).',
|
||||
positive=True)
|
||||
choice('iovis', 4, 'Sorties complémentaires',
|
||||
'Largeurs et sorties complémentaires hydrauliques et '
|
||||
'sédimentaires.',
|
||||
YES_NO)
|
||||
return {field.key: field for field in result}
|
||||
|
||||
|
||||
FIELDS = fields()
|
||||
|
||||
|
||||
def canonical(field, value):
|
||||
value = str(value).strip()
|
||||
if field.choices and 'y' in field.choices:
|
||||
aliases = {'o': 'y', 'y': 'y', 'n': 'n', 'm': 'm'}
|
||||
return aliases.get(value.lower(), value)
|
||||
return value
|
||||
|
||||
|
||||
def validate(field, value):
|
||||
"""Return a storage value or raise a user-facing validation error."""
|
||||
value = canonical(field, value)
|
||||
if field.kind == 'choice':
|
||||
if value not in field.choices:
|
||||
raise ValueError('Choisissez une valeur dans la liste.')
|
||||
return value
|
||||
if field.kind == 'options':
|
||||
if len(value) != 3 or any(c not in '12' for c in value):
|
||||
raise ValueError('Renseignez les trois choix de contrainte.')
|
||||
return value
|
||||
if field.kind == 'text':
|
||||
return value
|
||||
if not value and field.optional:
|
||||
return value
|
||||
value = value.replace(',', '.').replace('d', 'E').replace('D', 'E')
|
||||
try:
|
||||
if field.kind == 'time' and ':' in value:
|
||||
parts = value.split(':')
|
||||
valid = all(p.isascii() and p.isdigit() for p in parts)
|
||||
if len(parts) != 4 or not valid:
|
||||
raise ValueError(
|
||||
'Utilisez j:h:min:s ou un nombre de secondes.')
|
||||
number = sum(Decimal(p) * factor for p, factor in
|
||||
zip(parts, (86400, 3600, 60, 1)))
|
||||
else:
|
||||
number = Decimal(value)
|
||||
except InvalidOperation:
|
||||
raise ValueError('Saisissez un nombre fini.') from None
|
||||
if not number.is_finite():
|
||||
raise ValueError('Saisissez un nombre fini.')
|
||||
if number < field.minimum or (field.positive and number == 0):
|
||||
raise ValueError('La valeur doit être strictement positive.'
|
||||
if field.positive else
|
||||
'La valeur doit être positive ou nulle.')
|
||||
if field.maximum is not None and number > field.maximum:
|
||||
raise ValueError(f'La valeur ne doit pas dépasser {field.maximum}.')
|
||||
if field.key == 'rubarbe_sediment_por' and number >= 1:
|
||||
raise ValueError('La porosité doit être inférieure à 1.')
|
||||
scientific = not field.key.startswith('rubarbe_sediment_')
|
||||
try:
|
||||
Rubar3._real(str(number), field.key, scientific=scientific)
|
||||
except (ValueError, DecimalException, OverflowError):
|
||||
raise ValueError(
|
||||
'Valeur trop longue ou hors plage pour le format du solveur '
|
||||
'(12 colonnes).' if scientific else
|
||||
'Valeur trop précise ou hors plage pour le format du solveur '
|
||||
'(10 colonnes).') from None
|
||||
return value
|
||||
|
||||
|
||||
def active(field, values):
|
||||
"""Dependencies only disable editing; stored values are never erased."""
|
||||
key = field.key.removeprefix('rubarbe_')
|
||||
transport = values.get('rubarbe_trased', 'n').lower() in ('y', 'o')
|
||||
if key.startswith('sediment_') and not transport:
|
||||
return False
|
||||
if key == 'tiopdt':
|
||||
return values.get('rubarbe_iopdt', '').lower() == 'm'
|
||||
if key == 'sediment_tcadim':
|
||||
return Rubar3.tcadim_required(
|
||||
values.get('rubarbe_sediment_opts', ''),
|
||||
values.get('rubarbe_sediment_option', ''))
|
||||
if key in ('ros', 'dm', 'segma'):
|
||||
return (not transport and
|
||||
values.get('rubarbe_optfpc', '0') not in ('', '0'))
|
||||
dependencies = {
|
||||
'sediment_dcharg': ('sediment_odchar', ('0',)),
|
||||
'sediment_halfa': ('sediment_odchar', ('1',)),
|
||||
'sediment_dchard': ('sediment_demix', ('1',)),
|
||||
'sediment_dchars': ('sediment_demix', ('1',)),
|
||||
'sediment_varcons': ('sediment_defond', ('1',)),
|
||||
'sediment_depot': ('sediment_defond', ('1',)),
|
||||
}
|
||||
if key in dependencies:
|
||||
source, accepted = dependencies[key]
|
||||
return values.get('rubarbe_' + source) in accepted
|
||||
if key.startswith('fdeb'):
|
||||
return values.get('rubarbe_tf_6', 'n').lower() in ('y', 'o')
|
||||
return True
|
||||
@@ -0,0 +1,376 @@
|
||||
"""Grouped Rubar parameter editor, backed by the existing parameter list."""
|
||||
|
||||
from functools import partial
|
||||
|
||||
from PyQt5.QtCore import QCoreApplication, QEvent, Qt
|
||||
from PyQt5.QtGui import QKeySequence
|
||||
from PyQt5.QtWidgets import (
|
||||
QComboBox, QFormLayout, QLabel, QLineEdit, QScrollArea,
|
||||
QSizePolicy, QTabWidget, QVBoxLayout, QWidget,
|
||||
)
|
||||
|
||||
from View.SolverParameters.RubarFields import (
|
||||
FIELDS, GROUPS, OPTION_CHOICES, UNSUPPORTED_CHOICES, Field, active,
|
||||
canonical, validate,
|
||||
)
|
||||
from View.SolverParameters.UndoCommand import SetCommand
|
||||
|
||||
|
||||
def tr(text):
|
||||
return QCoreApplication.translate('RubarParameters', text)
|
||||
|
||||
|
||||
class RubarForm(QWidget):
|
||||
def __init__(self, parameters, undo, editable=True, parent=None):
|
||||
super().__init__(parent)
|
||||
self.parameters = parameters
|
||||
self.stack = undo
|
||||
self.editable = editable
|
||||
self.editors = {}
|
||||
self.labels = {}
|
||||
self.errors = {}
|
||||
self.descriptions = dict(FIELDS)
|
||||
self.indices = {p.name: i for i, p in enumerate(parameters.parameters)}
|
||||
self._refreshing = False
|
||||
self._options_pending = False
|
||||
layout = QVBoxLayout(self)
|
||||
intro = QLabel(tr('Les valeurs valides sont appliquées à l’étude. '
|
||||
'Pensez à enregistrer l’étude pour les conserver.'))
|
||||
intro.setWordWrap(True)
|
||||
layout.addWidget(intro)
|
||||
self.notice = QLabel()
|
||||
self.notice.setWordWrap(True)
|
||||
self.notice.setTextFormat(Qt.PlainText)
|
||||
layout.addWidget(self.notice)
|
||||
self.tabs = QTabWidget()
|
||||
layout.addWidget(self.tabs)
|
||||
forms = []
|
||||
for group in GROUPS:
|
||||
page = QWidget()
|
||||
form = QFormLayout(page)
|
||||
form.setFieldGrowthPolicy(QFormLayout.AllNonFixedFieldsGrow)
|
||||
form.setRowWrapPolicy(QFormLayout.WrapLongRows)
|
||||
form.setVerticalSpacing(12)
|
||||
scroll = QScrollArea()
|
||||
scroll.setWidgetResizable(True)
|
||||
scroll.setWidget(page)
|
||||
self.tabs.addTab(scroll, tr(group))
|
||||
forms.append(form)
|
||||
# Metadata order is stable even when stored parameter order changes.
|
||||
keys = [key for key in FIELDS if key in self.indices]
|
||||
keys += [key for key in self.indices if key not in FIELDS]
|
||||
for key in keys:
|
||||
field = self.descriptions.setdefault(key, Field(
|
||||
key, 0, key, 'Paramètre supplémentaire conservé tel quel.',
|
||||
kind='text'))
|
||||
self._add_field(field, forms[field.group])
|
||||
self.help = QLabel(tr(
|
||||
'Sélectionnez un réglage pour afficher son aide.'))
|
||||
self.help.setWordWrap(True)
|
||||
self.help.setTextFormat(Qt.PlainText)
|
||||
self.help.setMinimumHeight(60)
|
||||
layout.addWidget(self.help)
|
||||
self.stack.indexChanged.connect(self.refresh)
|
||||
self.refresh()
|
||||
|
||||
def _add_field(self, field, form):
|
||||
key = field.key
|
||||
container = QWidget()
|
||||
box = QVBoxLayout(container)
|
||||
box.setContentsMargins(0, 0, 0, 0)
|
||||
if field.kind == 'options':
|
||||
editor = QWidget()
|
||||
subform = QFormLayout(editor)
|
||||
subform.setContentsMargins(0, 0, 0, 0)
|
||||
self.option_editors = []
|
||||
for title, choices, tooltip in OPTION_CHOICES:
|
||||
combo = QComboBox()
|
||||
combo.setSizeAdjustPolicy(
|
||||
QComboBox.AdjustToMinimumContentsLengthWithIcon)
|
||||
combo.addItem(tr('À renseigner'), None)
|
||||
for value, label in choices.items():
|
||||
combo.addItem(tr(label), value)
|
||||
combo.currentIndexChanged.connect(self._commit_options)
|
||||
combo.setProperty('parameter', key)
|
||||
combo.installEventFilter(self)
|
||||
combo.setToolTip(tr(tooltip) + '\n' + key)
|
||||
subform.addRow(tr(title), combo)
|
||||
self.option_editors.append(combo)
|
||||
elif field.kind == 'choice':
|
||||
editor = QComboBox()
|
||||
editor.setSizeAdjustPolicy(
|
||||
QComboBox.AdjustToMinimumContentsLengthWithIcon)
|
||||
for value, label in field.choices.items():
|
||||
editor.addItem(tr(label), value)
|
||||
editor.currentIndexChanged.connect(
|
||||
partial(self._choice_changed, key))
|
||||
else:
|
||||
editor = QLineEdit()
|
||||
editor.setPlaceholderText(tr('Valeur du solveur') if field.optional
|
||||
else tr('Saisir une valeur'))
|
||||
editor.textEdited.connect(partial(self._check_draft, key))
|
||||
editor.editingFinished.connect(partial(self._finish_text, key))
|
||||
editor.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred)
|
||||
editor.setObjectName(key)
|
||||
editor.setProperty('parameter', key)
|
||||
editor.installEventFilter(self)
|
||||
editor.setToolTip(
|
||||
tr(field.help) + '\n' + key + '\nNotice §3.1 / §3.10')
|
||||
box.addWidget(editor)
|
||||
error = QLabel()
|
||||
error.setWordWrap(True)
|
||||
error.setTextFormat(Qt.PlainText)
|
||||
error.setStyleSheet('color: #b42318;')
|
||||
box.addWidget(error)
|
||||
label = QLabel(tr(field.label))
|
||||
label.setWordWrap(True)
|
||||
label.setFixedWidth(310)
|
||||
label.setMinimumHeight(label.heightForWidth(310))
|
||||
label.setBuddy(editor)
|
||||
label.setToolTip(editor.toolTip())
|
||||
form.addRow(label, container)
|
||||
self.editors[key] = editor
|
||||
self.labels[key] = label
|
||||
self.errors[key] = error
|
||||
|
||||
def eventFilter(self, watched, event):
|
||||
if event.type() in (QEvent.FocusIn, QEvent.Enter):
|
||||
key = watched.property('parameter')
|
||||
if key:
|
||||
field = self.descriptions[key]
|
||||
self.help.setText(tr(field.help) + '\n' + key)
|
||||
# Use the model undo stack even inside a line editor.
|
||||
if event.type() in (QEvent.ShortcutOverride, QEvent.KeyPress):
|
||||
if (event.matches(QKeySequence.Undo) or
|
||||
event.matches(QKeySequence.Redo)):
|
||||
if event.type() == QEvent.KeyPress:
|
||||
if event.matches(QKeySequence.Undo):
|
||||
self.undo()
|
||||
else:
|
||||
self.redo()
|
||||
event.accept()
|
||||
return True
|
||||
return super().eventFilter(watched, event)
|
||||
|
||||
def values(self):
|
||||
return {p.name: str(p.value) for p in self.parameters.parameters}
|
||||
|
||||
def _error(self, key, message):
|
||||
self.errors[key].setText(message)
|
||||
self.errors[key].setVisible(bool(message))
|
||||
self.editors[key].setStyleSheet(
|
||||
'QLineEdit { border: 1px solid #b42318; }' if message else '')
|
||||
|
||||
def _validated(self, key, value):
|
||||
try:
|
||||
value = validate(self.descriptions[key], value)
|
||||
except ValueError as error:
|
||||
self._error(key, tr(str(error)) + tr(' Valeur non enregistrée.'))
|
||||
return None
|
||||
self._error(key, '')
|
||||
return value
|
||||
|
||||
def _check_draft(self, key, value):
|
||||
self._validated(key, value)
|
||||
|
||||
def _finish_text(self, key):
|
||||
editor = self.editors[key]
|
||||
if editor.isModified():
|
||||
if self.commit(key, editor.text()):
|
||||
editor.setModified(False)
|
||||
|
||||
def _choice_changed(self, key, index):
|
||||
if not self._refreshing:
|
||||
value = self.editors[key].itemData(index)
|
||||
if value is not None:
|
||||
self.commit(key, value)
|
||||
|
||||
def _commit_options(self):
|
||||
if self._refreshing:
|
||||
return
|
||||
values = [combo.currentData() for combo in self.option_editors]
|
||||
key = 'rubarbe_sediment_option'
|
||||
if any(value is None for value in values):
|
||||
self._options_pending = True
|
||||
self._error(key, tr(
|
||||
'Renseignez les trois choix. Valeur non enregistrée.'))
|
||||
else:
|
||||
self._options_pending = False
|
||||
self.commit(key, ''.join(values))
|
||||
|
||||
def apply_pending(self):
|
||||
"""Commit focused text before Ctrl+S; leave invalid drafts visible."""
|
||||
values = self.values()
|
||||
if (values.get('rubarbe_condam') == '0' and
|
||||
values.get('rubarbe_regime') == '1'):
|
||||
self.tabs.setCurrentIndex(1)
|
||||
self.editors['rubarbe_condam'].setFocus()
|
||||
return False
|
||||
for key, editor in self.editors.items():
|
||||
if (isinstance(editor, QLineEdit) and editor.isModified() and
|
||||
active(self.descriptions[key], self.values())):
|
||||
if not self.commit(key, editor.text()):
|
||||
self.tabs.setCurrentIndex(self.descriptions[key].group)
|
||||
editor.setFocus()
|
||||
return False
|
||||
if (self._options_pending and
|
||||
active(FIELDS['rubarbe_sediment_option'], self.values())):
|
||||
self.tabs.setCurrentIndex(2)
|
||||
self.option_editors[0].setFocus()
|
||||
return False
|
||||
return True
|
||||
|
||||
def commit(self, key, value):
|
||||
field = self.descriptions[key]
|
||||
if not self.editable or not active(field, self.values()):
|
||||
return False
|
||||
value = self._validated(key, value)
|
||||
if value is None:
|
||||
return False
|
||||
values = self.values()
|
||||
values[key] = value
|
||||
if (key in ('rubarbe_condam', 'rubarbe_regime') and
|
||||
values.get('rubarbe_condam') == '0' and
|
||||
values.get('rubarbe_regime') == '1'):
|
||||
self.refresh()
|
||||
return False
|
||||
if isinstance(self.editors[key], QLineEdit):
|
||||
self.editors[key].setModified(False)
|
||||
if self.values()[key] != value:
|
||||
self.stack.push(SetCommand(self.parameters, self.indices[key],
|
||||
'value', value))
|
||||
elif isinstance(self.editors[key], QLineEdit):
|
||||
self.editors[key].setText(value)
|
||||
return True
|
||||
|
||||
def refresh(self, *args):
|
||||
self._refreshing = True
|
||||
values = self.values()
|
||||
for key, editor in self.editors.items():
|
||||
field = self.descriptions[key]
|
||||
value = canonical(field, values[key])
|
||||
enabled = active(field, values)
|
||||
editor.setEnabled(self.editable and enabled)
|
||||
self.labels[key].setEnabled(enabled)
|
||||
if isinstance(editor, QLineEdit) and editor.isModified():
|
||||
self._validated(key, editor.text())
|
||||
continue
|
||||
if field.kind == 'options' and self._options_pending:
|
||||
self.errors[key].setVisible(enabled)
|
||||
continue
|
||||
if field.kind == 'options':
|
||||
valid = len(value) == 3 and all(c in '12' for c in value)
|
||||
for i, combo in enumerate(self.option_editors):
|
||||
index = combo.findData(value[i]) if valid else 0
|
||||
combo.setCurrentIndex(index)
|
||||
elif isinstance(editor, QComboBox):
|
||||
# Display unknown historical values without replacing them.
|
||||
for i in reversed(range(editor.count())):
|
||||
if editor.itemData(i) is None:
|
||||
editor.removeItem(i)
|
||||
index = editor.findData(value)
|
||||
if index < 0:
|
||||
editor.addItem(tr('Valeur non reconnue : ') + value, None)
|
||||
index = editor.count() - 1
|
||||
editor.setCurrentIndex(index)
|
||||
else:
|
||||
editor.setText(values[key])
|
||||
try:
|
||||
validate(field, values[key])
|
||||
self._error(key, '')
|
||||
except ValueError as error:
|
||||
self._error(key, tr('Valeur enregistrée à vérifier : ') +
|
||||
values[key] + ' — ' + tr(str(error)))
|
||||
self.errors[key].setVisible(
|
||||
enabled and bool(self.errors[key].text()))
|
||||
self._update_context(values)
|
||||
for key, forbidden, blocked in (
|
||||
('rubarbe_regime', '1', values.get('rubarbe_condam') == '0'),
|
||||
('rubarbe_condam', '0', values.get('rubarbe_regime') == '1'),
|
||||
):
|
||||
editor = self.editors.get(key)
|
||||
if editor is None:
|
||||
continue
|
||||
index = editor.findData(forbidden)
|
||||
if index >= 0:
|
||||
editor.model().item(index).setEnabled(not blocked)
|
||||
# Unsupported choices stay visible, so a stored value is still
|
||||
# displayed, but cannot be selected anymore
|
||||
for (key, value), reason in UNSUPPORTED_CHOICES.items():
|
||||
editor = self.editors.get(key)
|
||||
index = editor.findData(value) if editor is not None else -1
|
||||
if index >= 0:
|
||||
item = editor.model().item(index)
|
||||
item.setEnabled(False)
|
||||
item.setToolTip(tr(reason))
|
||||
self._refreshing = False
|
||||
|
||||
def _update_context(self, values):
|
||||
warnings = []
|
||||
if not self.editable:
|
||||
warnings.append(tr('Étude en lecture seule.'))
|
||||
transport = values.get('rubarbe_trased', '').lower() in ('y', 'o')
|
||||
if not transport:
|
||||
warnings.append(tr('Transport solide désactivé : les réglages '
|
||||
'sédimentaires sont conservés mais inactifs.'))
|
||||
elif (values.get('rubarbe_sediment_capsol') in ('2', '3') and
|
||||
values.get('rubarbe_sediment_choixc') == '2'):
|
||||
warnings.append(tr(
|
||||
'La capacité solide choisie nécessite une méthode MPC ; '
|
||||
'la répartition uniforme est incompatible.'))
|
||||
if (values.get('rubarbe_condam') == '0' and
|
||||
values.get('rubarbe_regime') == '1'):
|
||||
warnings.append(tr('Une limite amont réfléchissante ne permet pas '
|
||||
'd’imposer aussi le tirant d’eau.'))
|
||||
for (key, value), reason in UNSUPPORTED_CHOICES.items():
|
||||
if values.get(key) == value:
|
||||
warnings.append(tr(reason) + tr(
|
||||
' Le calcul sera refusé : choisissez un autre réglage '
|
||||
'de la limite amont.'))
|
||||
try:
|
||||
from tools import old_pamhyr_date_to_timestamp
|
||||
|
||||
def seconds(value):
|
||||
return (old_pamhyr_date_to_timestamp(value) if ':' in value
|
||||
else float(value.replace(',', '.')))
|
||||
|
||||
start = seconds(values['rubarbe_tinit'])
|
||||
if seconds(values['rubarbe_tmax']) <= start:
|
||||
warnings.append(tr('La fin du calcul doit suivre son début.'))
|
||||
except (KeyError, ValueError):
|
||||
pass
|
||||
if transport:
|
||||
try:
|
||||
if float(values.get('rubarbe_sediment_visc', '0')) > 0.001:
|
||||
warnings.append(tr(
|
||||
'Viscosité élevée pour de l’eau : vérifiez la valeur. '
|
||||
'Le seuil critique adimensionnel se saisit dans son '
|
||||
'propre champ.'))
|
||||
except ValueError:
|
||||
pass
|
||||
if (FIELDS['rubarbe_sediment_tcadim'].key in self.editors and
|
||||
active(FIELDS['rubarbe_sediment_tcadim'], values) and
|
||||
not values.get('rubarbe_sediment_tcadim', '').strip()):
|
||||
warnings.append(tr(
|
||||
'La loi et les options choisies utilisent un seuil '
|
||||
'critique adimensionnel : renseignez-le.'))
|
||||
self.notice.setText('\n'.join(warnings))
|
||||
self.notice.setVisible(bool(warnings))
|
||||
|
||||
def undo(self):
|
||||
if self.editable:
|
||||
self._options_pending = False
|
||||
for editor in self.editors.values():
|
||||
if isinstance(editor, QLineEdit):
|
||||
editor.setModified(False)
|
||||
self.stack.undo()
|
||||
self.refresh()
|
||||
|
||||
def redo(self):
|
||||
if self.editable:
|
||||
self._options_pending = False
|
||||
for editor in self.editors.values():
|
||||
if isinstance(editor, QLineEdit):
|
||||
editor.setModified(False)
|
||||
self.stack.redo()
|
||||
self.refresh()
|
||||
@@ -42,6 +42,7 @@ from PyQt5.QtWidgets import (
|
||||
|
||||
from View.SolverParameters.UndoCommand import *
|
||||
from View.SolverParameters.Table import TableModel, ValueDelegate
|
||||
from View.SolverParameters.RubarForm import RubarForm
|
||||
from View.SolverParameters.translate import ParamTranslate
|
||||
|
||||
from Solver.Solvers import solver_long_name, solver_type_list
|
||||
@@ -62,7 +63,7 @@ class SolverParametersWindow(PamhyrWindow):
|
||||
title=name,
|
||||
study=study,
|
||||
config=config,
|
||||
options=['copy'],
|
||||
options=['undo', 'copy'],
|
||||
trad=trad,
|
||||
parent=parent
|
||||
)
|
||||
@@ -88,6 +89,15 @@ class SolverParametersWindow(PamhyrWindow):
|
||||
editable_headers = []
|
||||
|
||||
for st in solver_type_list:
|
||||
if st in ('rubar3', 'rubarbe'):
|
||||
widget = RubarForm(
|
||||
self._study.river.get_params(st), self._undo_stack[st],
|
||||
editable=self._study.is_editable(),
|
||||
)
|
||||
widget.setObjectName(f"tab_{st}")
|
||||
self._table[st] = widget
|
||||
self._tab_widget.addTab(widget, solver_long_name[st])
|
||||
continue
|
||||
# Create widgets
|
||||
widget = QWidget()
|
||||
grid = QGridLayout()
|
||||
@@ -135,8 +145,19 @@ class SolverParametersWindow(PamhyrWindow):
|
||||
tab = self.current_tab()
|
||||
self._table[tab].redo()
|
||||
|
||||
def _save(self, source):
|
||||
for editor in self._table.values():
|
||||
if isinstance(editor, RubarForm) and not editor.apply_pending():
|
||||
self._tab_widget.setCurrentWidget(editor)
|
||||
return
|
||||
return super()._save(source)
|
||||
|
||||
def _copy(self):
|
||||
logger.info("TODO: copy")
|
||||
editor = self.focusWidget()
|
||||
if isinstance(editor, QLineEdit):
|
||||
editor.copy()
|
||||
|
||||
def _paste(self):
|
||||
logger.info("TODO: paste")
|
||||
editor = self.focusWidget()
|
||||
if isinstance(editor, QLineEdit) and self._study.is_editable():
|
||||
editor.paste()
|
||||
@@ -6,8 +6,8 @@
|
||||
<rect>
|
||||
<x>0</x>
|
||||
<y>0</y>
|
||||
<width>900</width>
|
||||
<height>480</height>
|
||||
<width>1000</width>
|
||||
<height>680</height>
|
||||
</rect>
|
||||
</property>
|
||||
<property name="windowTitle">
|
||||
|
||||
+26
-5
@@ -37,7 +37,7 @@ logger = logging.getLogger()
|
||||
|
||||
class Config(SQL):
|
||||
def __init__(self):
|
||||
self._version = '0.0.9'
|
||||
self._version = '0.0.10'
|
||||
self.filename = Config.filename()
|
||||
self.set_default_value()
|
||||
|
||||
@@ -220,6 +220,26 @@ class Config(SQL):
|
||||
"VALUES ('display_manning', 'False')"
|
||||
)
|
||||
|
||||
if int(release) < 10:
|
||||
posix = os.name == 'posix'
|
||||
ext = "" if posix else ".exe"
|
||||
path = os.path.join("@install_dir",
|
||||
"rubar", f"rubarbe{ext}")
|
||||
|
||||
self.execute(f"""
|
||||
INSERT OR IGNORE INTO solver VALUES (
|
||||
'rubarbe',
|
||||
'default-RubarBE',
|
||||
'Default Pamhyr2 RubarBE version',
|
||||
|
||||
'', '', '',
|
||||
|
||||
'',
|
||||
'"{path}" @args @input',
|
||||
''
|
||||
)
|
||||
""")
|
||||
|
||||
self.execute(
|
||||
f"UPDATE info SET value='{self._version}' " +
|
||||
"WHERE key='version'"
|
||||
@@ -416,11 +436,12 @@ class Config(SQL):
|
||||
new._cmd_solver = f""""{path}" @args @input"""
|
||||
self._solvers.append(new)
|
||||
|
||||
# Rubar3
|
||||
ctor = solver_type_list["rubar3"]
|
||||
new = ctor("default-Rubar3")
|
||||
# RubarBE (same executable as Rubar3, see notice §10.3)
|
||||
ctor = solver_type_list["rubarbe"]
|
||||
new = ctor("default-RubarBE")
|
||||
new._description = "Default Pamhyr2 RubarBE version"
|
||||
new._cmd_solver = f""""@install_dir/rubar/rubarbe{ext}" @args @input"""
|
||||
path = os.path.join("@install_dir", "rubar", f"rubarbe{ext}")
|
||||
new._cmd_solver = f""""{path}" @args @input"""
|
||||
self._solvers.append(new)
|
||||
|
||||
# Mage fake 7
|
||||
|
||||
Binary file not shown.
Reference in new issue
Block a user