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Co-authored-by: Martijn Visser <[email protected]>
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# %% | ||
import geopandas as gpd | ||
import numpy as np | ||
import pandas as pd | ||
from ribasim import Node | ||
from ribasim.nodes import basin, level_boundary, manning_resistance, outlet | ||
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from ribasim_nl import CloudStorage, Model, NetworkValidator | ||
from ribasim_nl.geometry import drop_z | ||
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cloud = CloudStorage() | ||
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authority = "BrabantseDelta" | ||
short_name = "wbd" | ||
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ribasim_toml = cloud.joinpath(authority, "modellen", f"{authority}_2024_6_3", f"{short_name}.toml") | ||
database_gpkg = ribasim_toml.with_name("database.gpkg") | ||
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# %% read model | ||
model = Model.read(ribasim_toml) | ||
ribasim_toml = cloud.joinpath(authority, "modellen", f"{authority}_fix_model_network", f"{short_name}.toml") | ||
network_validator = NetworkValidator(model) | ||
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hydroobject_gdf = gpd.read_file( | ||
cloud.joinpath(authority, "verwerkt", "4_ribasim", "hydamo.gpkg"), layer="hydroobject", fid_as_index=True | ||
) | ||
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# %% some stuff we'll need again | ||
manning_data = manning_resistance.Static(length=[100], manning_n=[0.04], profile_width=[10], profile_slope=[1]) | ||
level_data = level_boundary.Static(level=[0]) | ||
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basin_data = [ | ||
basin.Profile(level=[0.0, 1.0], area=[0.01, 1000.0]), | ||
basin.Static( | ||
drainage=[0.0], | ||
potential_evaporation=[0.001 / 86400], | ||
infiltration=[0.0], | ||
precipitation=[0.005 / 86400], | ||
), | ||
basin.State(level=[0]), | ||
] | ||
outlet_data = outlet.Static(flow_rate=[100]) | ||
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# HIER KOMEN ISSUES | ||
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# %% https://github.com/Deltares/Ribasim-NL/issues/152#issuecomment-2427492528 | ||
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# Herstellen verbinding Schelde-Rijnverbinding met KDU02582 | ||
model.remove_node(2288, remove_edges=True) | ||
model.redirect_edge(edge_id=2450, to_node_id=955) | ||
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# %% https://github.com/Deltares/Ribasim-NL/issues/152#issue-2535747701 | ||
# Omkeren edges | ||
edge_ids = [2470, 2468, 2469, 2465, 748, 2476, 2489, 697, 2500, 2487, 2440] | ||
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for edge_id in edge_ids: | ||
model.reverse_edge(edge_id=edge_id) | ||
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# %% https://github.com/Deltares/Ribasim-NL/issues/152#issuecomment-2428677846 | ||
# Toevoegen Donge | ||
basin_node = model.basin.add( | ||
Node(geometry=drop_z(hydroobject_gdf.at[13091, "geometry"].boundary.geoms[0])), tables=basin_data | ||
) | ||
outlet_node = model.outlet.add( | ||
Node(geometry=drop_z(hydroobject_gdf.at[13136, "geometry"].boundary.geoms[0])), tables=[outlet_data] | ||
) | ||
model.redirect_edge(edge_id=2477, from_node_id=basin_node.node_id, to_node_id=973) | ||
model.edge.add(basin_node, outlet_node) | ||
model.edge.add(outlet_node, model.level_boundary[31]) | ||
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outlet_node = model.outlet.add( | ||
Node(geometry=drop_z(hydroobject_gdf.at[13088, "geometry"].boundary.geoms[0])), tables=[outlet_data] | ||
) | ||
model.redirect_edge(edge_id=2497, to_node_id=outlet_node.node_id) | ||
model.redirect_edge(edge_id=2498, from_node_id=outlet_node.node_id, to_node_id=basin_node.node_id) | ||
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# EINDE ISSUES | ||
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# %% | ||
# corrigeren knoop-topologie | ||
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# ManningResistance bovenstrooms LevelBoundary naar Outlet | ||
for row in network_validator.edge_incorrect_type_connectivity().itertuples(): | ||
model.update_node(row.from_node_id, "Outlet", data=[outlet_data]) | ||
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# Inlaten van ManningResistance naar Outlet | ||
for row in network_validator.edge_incorrect_type_connectivity( | ||
from_node_type="LevelBoundary", to_node_type="ManningResistance" | ||
).itertuples(): | ||
model.update_node(row.to_node_id, "Outlet", data=[outlet_data]) | ||
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## UPDATEN STATIC TABLES | ||
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# %% | ||
# basin-profielen/state updaten | ||
df = pd.DataFrame( | ||
{ | ||
"node_id": np.repeat(model.basin.node.df.index.to_numpy(), 2), | ||
"level": [0.0, 1.0] * len(model.basin.node.df), | ||
"area": [0.01, 1000.0] * len(model.basin.node.df), | ||
} | ||
) | ||
df.index.name = "fid" | ||
model.basin.profile.df = df | ||
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df = model.basin.profile.df.groupby("node_id")[["level"]].max().reset_index() | ||
df.index.name = "fid" | ||
model.basin.state.df = df | ||
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# %% | ||
# tabulated_rating_curves updaten | ||
df = pd.DataFrame( | ||
{ | ||
"node_id": np.repeat(model.tabulated_rating_curve.node.df.index.to_numpy(), 2), | ||
"level": [0.0, 5] * len(model.tabulated_rating_curve.node.df), | ||
"flow_rate": [0, 0.1] * len(model.tabulated_rating_curve.node.df), | ||
} | ||
) | ||
df.index.name = "fid" | ||
model.tabulated_rating_curve.static.df = df | ||
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# %% | ||
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# level_boundaries updaten | ||
df = pd.DataFrame( | ||
{ | ||
"node_id": model.level_boundary.node.df.index.to_list(), | ||
"level": [0.0] * len(model.level_boundary.node.df), | ||
} | ||
) | ||
df.index.name = "fid" | ||
model.level_boundary.static.df = df | ||
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# %% | ||
# manning_resistance updaten | ||
length = len(model.manning_resistance.node.df) | ||
df = pd.DataFrame( | ||
{ | ||
"node_id": model.manning_resistance.node.df.index.to_list(), | ||
"length": [100.0] * length, | ||
"manning_n": [100.0] * length, | ||
"profile_width": [100.0] * length, | ||
"profile_slope": [100.0] * length, | ||
} | ||
) | ||
df.index.name = "fid" | ||
model.manning_resistance.static.df = df | ||
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# %% | ||
# flow boundaries updaten | ||
length = len(model.flow_boundary.node.df) | ||
df = pd.DataFrame( | ||
{ | ||
"node_id": model.flow_boundary.node.df.index.to_list(), | ||
"flow_rate": [0.0] * length, | ||
} | ||
) | ||
df.index.name = "fid" | ||
model.flow_boundary.static.df = df | ||
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# %% write model | ||
model.use_validation = True | ||
model.write(ribasim_toml) | ||
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# %% |