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Pierre-Antoine Rouby authorede066c6ab
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# Modules.py -- Pamhyr
# Copyright (C) 2024 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 -*-
import logging
from enum import Flag, auto
logger = logging.getLogger()
class IterableFlag(Flag):
def __iter__(self):
all = filter(
lambda v: v in self,
type(self).values()
)
return all
@classmethod
def values(cls):
raise Exception("Not implemented yet")
class Modules(IterableFlag):
NONE = 0
# General
STUDY = auto()
CONFIG = auto()
# Modelling
NETWORK = auto()
GEOMETRY = auto()
BOUNDARY_CONDITION = auto()
LATERAL_CONTRIBUTION = auto()
FRICTION = auto()
INITIAL_CONDITION = auto()
HYDRAULIC_STRUCTURES = auto()
RESERVOIR = auto()
SEDIMENT_LAYER = auto()
ADDITIONAL_FILES = auto()
# Results
RESULTS = auto()
# Display
WINDOW_LIST = auto()
@classmethod
def values(cls):
return [
cls.STUDY, cls.CONFIG,
cls.NETWORK,
cls.GEOMETRY,
cls.BOUNDARY_CONDITION,
cls.LATERAL_CONTRIBUTION,
cls.FRICTION,
cls.INITIAL_CONDITION,
cls.HYDRAULIC_STRUCTURES,
cls.RESERVOIR,
cls.SEDIMENT_LAYER,
cls.ADDITIONAL_FILES,
cls.RESULTS,
cls.WINDOW_LIST,
]
@classmethod
def all(cls):
return ~cls.NONE
@classmethod
def modelling(cls):
return (
cls.NETWORK
| cls.GEOMETRY
| cls.BOUNDARY_CONDITION
| cls.LATERAL_CONTRIBUTION
| cls.FRICTION
| cls.INITIAL_CONDITION
| cls.HYDRAULIC_STRUCTURES
| cls.RESERVOIR
| cls.SEDIMENT_LAYER
)
@classmethod
def modelling_list(cls):
return [
cls.NETWORK,
cls.GEOMETRY,
cls.BOUNDARY_CONDITION,
cls.LATERAL_CONTRIBUTION,
cls.FRICTION,
cls.INITIAL_CONDITION,
cls.HYDRAULIC_STRUCTURES,
cls.RESERVOIR,
cls.SEDIMENT_LAYER,
]
@classmethod
def modelling_display_name(cls):
return {
cls.NETWORK: "Network",
cls.GEOMETRY: "Geometry",
cls.BOUNDARY_CONDITION: "Boundary condition",
cls.LATERAL_CONTRIBUTION: "Lateral contribution",
cls.FRICTION: "Friction",
cls.INITIAL_CONDITION: "Initial condition",
cls.HYDRAULIC_STRUCTURES: "Hydraulic structures",
cls.RESERVOIR: "Reservoir",
cls.SEDIMENT_LAYER: "Sediment layer",
}
def impact(self):
res = Modules(0)
for mod in self:
if mod in _impact:
for i in _impact[mod]:
res |= i
return res
def impact_set(self):
res = []
for mod in self:
if mod in _impact:
res += _impact[mod]
return set(res)
_impact = {
Modules.NETWORK: [
Modules.GEOMETRY, Modules.BOUNDARY_CONDITION,
Modules.LATERAL_CONTRIBUTION, Modules.FRICTION,
Modules.RESERVOIR, Modules.SEDIMENT_LAYER,
],
Modules.GEOMETRY: [
Modules.LATERAL_CONTRIBUTION, Modules.FRICTION,
Modules.INITIAL_CONDITION, Modules.SEDIMENT_LAYER,
],
Modules.BOUNDARY_CONDITION: [
Modules.SEDIMENT_LAYER
],
Modules.LATERAL_CONTRIBUTION: [],
Modules.FRICTION: [],
Modules.INITIAL_CONDITION: [],
Modules.HYDRAULIC_STRUCTURES: [],
Modules.RESERVOIR: [],
Modules.SEDIMENT_LAYER: [],
}