Debuggen Aa en Maas (#167)

@visr, let op, deze moet voor fix_wrij, omdat het fix-script van wrij hier niet in hoort te zitten --------- Co-authored-by: Martijn Visser <[email protected]>
Deltares · Oct 21, 2024 · 7a922fb · 7a922fb
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commit 7a922fb
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diff --git a/notebooks/aa_en_maas/01_fix_model_network.py b/notebooks/aa_en_maas/01_fix_model_network.py
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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
+from ribasim_nl import CloudStorage, Model, NetworkValidator
+
+cloud = CloudStorage()
+
+authority = "AaenMaas"
+short_name = "aam"
+
+ribasim_toml = cloud.joinpath(authority, "modellen", f"{authority}_2024_6_3", f"{short_name}.toml")
+database_gpkg = ribasim_toml.with_name("database.gpkg")
+
+
+# %% 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)
+
+
+hydroobject_gdf = gpd.read_file(
+    cloud.joinpath(authority, "verwerkt", "4_ribasim", "hydamo.gpkg"), layer="hydroobject", fid_as_index=True
+)
+
+
+# %% 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])
+
+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])
+
+
+# HIER KOMEN ISSUES
+
+# %% https://github.com/Deltares/Ribasim-NL/issues/149#issuecomment-2421617819
+
+# Verwijderen duplicate edges
+model.edge.df.drop_duplicates(inplace=True)
+
+# %% https://github.com/Deltares/Ribasim-NL/issues/149#issuecomment-2421959240
+
+# Verwijderen edge met 0m lengte
+model.remove_node(34, remove_edges=True)
+model.update_node(1568, "LevelBoundary", data=[level_data], node_properties={"name": ""})
+
+
+# %% see: https://github.com/Deltares/Ribasim-NL/issues/149#issuecomment-2421946693
+# toevoegen ontbrekende basins
+
+basin_edges_df = network_validator.edge_incorrect_connectivity()
+basin_nodes_df = network_validator.node_invalid_connectivity()
+
+for row in basin_nodes_df.itertuples():
+    # maak basin-node
+    basin_node = model.basin.add(Node(geometry=row.geometry), tables=basin_data)
+
+    # update edge_table
+    model.edge.df.loc[basin_edges_df[basin_edges_df.from_node_id == row.node_id].index, ["from_node_id"]] = (
+        basin_node.node_id
+    )
+    model.edge.df.loc[basin_edges_df[basin_edges_df.to_node_id == row.node_id].index, ["to_node_id"]] = (
+        basin_node.node_id
+    )
+
+# %% see: https://github.com/Deltares/Ribasim-NL/issues/149#issuecomment-2421991252
+
+# Corrigeren netwerk Den Bosch
+
+# Binnenstad
+basin_node = model.basin.add(Node(geometry=hydroobject_gdf.at[2788, "geometry"].boundary.geoms[0]), tables=basin_data)
+
+model.reverse_edge(edge_id=2077)
+model.redirect_edge(edge_id=2077, to_node_id=basin_node.node_id)
+model.redirect_edge(edge_id=2078, from_node_id=basin_node.node_id)
+model.redirect_edge(edge_id=2079, from_node_id=basin_node.node_id)
+outlet_node = model.outlet.add(
+    Node(geometry=hydroobject_gdf.at[4999, "geometry"].interpolate(0.5, normalized=True)), tables=[outlet_data]
+)
+model.edge.add(model.level_boundary[46], outlet_node)
+model.edge.add(outlet_node, basin_node)
+
+# Dommel
+basin_node = model.basin.add(
+    Node(geometry=hydroobject_gdf.at[9055, "geometry"].interpolate(0.5, normalized=True)), tables=basin_data
+)
+model.redirect_edge(edge_id=2082, from_node_id=basin_node.node_id)
+
+outlet_node = model.outlet.add(
+    Node(geometry=hydroobject_gdf.at[9055, "geometry"].interpolate(0.1, normalized=True)), tables=[outlet_data]
+)
+
+model.edge.add(model.level_boundary[49], outlet_node)
+model.edge.add(outlet_node, basin_node)
+
+
+# %% see: https://github.com/Deltares/Ribasim-NL/issues/149#issuecomment-2422078500
+
+# Corrigeren netwerk bij sluis Empel
+for node_id in [729, 730, 1990, 1962]:
+    model.remove_node(node_id, remove_edges=True)
+
+
+# Omkeren edgerichting
+for edge_id in [131, 398, 406, 495, 513, 515, 894]:
+    model.reverse_edge(edge_id=edge_id)
+
+# %% see: https://github.com/Deltares/Ribasim-NL/issues/149#issuecomment-2422164355
+
+# Corrigeren netwerk bij Spuisluis Crèvecoeur
+model.remove_node(411, remove_edges=True)
+model.remove_node(4, remove_edges=True)
+model.redirect_edge(edge_id=2018, to_node_id=1950)
+
+outlet_node = model.outlet.add(
+    Node(geometry=hydroobject_gdf.at[4825, "geometry"].boundary.geoms[0], name="Spuisluis Crèvecoeur"),
+    tables=[outlet_data],
+)
+
+model.edge.add(outlet_node, model.level_boundary[5])
+model.edge.add(model.basin[1627], outlet_node)
+
+# %% see: https://github.com/Deltares/Ribasim-NL/issues/149#issuecomment-2422373708
+
+# Corrigeren Afleidingskanaal bij Holthees
+
+# nabij grens
+basin_node = model.basin.add(Node(geometry=hydroobject_gdf.at[8868, "geometry"].boundary.geoms[0]), tables=basin_data)
+outlet_node = model.outlet.add(
+    Node(geometry=hydroobject_gdf.at[4680, "geometry"].interpolate(0.1, normalized=True)), tables=[outlet_data]
+)
+
+model.redirect_edge(edge_id=2091, from_node_id=56, to_node_id=outlet_node.node_id)
+model.redirect_edge(edge_id=2092, from_node_id=outlet_node.node_id, to_node_id=basin_node.node_id)
+model.redirect_edge(edge_id=2093, from_node_id=653, to_node_id=basin_node.node_id)
+model.redirect_edge(edge_id=2094, from_node_id=basin_node.node_id, to_node_id=82)
+
+# nabij afleidingskanaal
+basin_node = model.basin.add(Node(geometry=hydroobject_gdf.at[7466, "geometry"].boundary.geoms[0]), tables=basin_data)
+outlet_node = model.outlet.add(
+    Node(geometry=hydroobject_gdf.at[8456, "geometry"].interpolate(0.1, normalized=True)), tables=[outlet_data]
+)
+model.redirect_edge(edge_id=2089, to_node_id=outlet_node.node_id)
+model.redirect_edge(edge_id=2088, from_node_id=outlet_node.node_id, to_node_id=basin_node.node_id)
+model.edge.add(model.tabulated_rating_curve[82], basin_node)
+model.edge.add(basin_node, model.tabulated_rating_curve[853])
+
+# nabij Maas
+basin_node = model.basin.add(Node(geometry=hydroobject_gdf.at[2385, "geometry"].boundary.geoms[0]), tables=basin_data)
+outlet_node = model.outlet.add(
+    Node(geometry=hydroobject_gdf.at[2539, "geometry"].boundary.geoms[0]), tables=[outlet_data]
+)
+
+model.redirect_edge(edge_id=2054, to_node_id=basin_node.node_id)
+model.edge.add(basin_node, outlet_node)
+model.edge.add(outlet_node, model.level_boundary[26])
+
+
+# %% see: https://github.com/Deltares/Ribasim-NL/issues/149#issuecomment-2422452167
+
+# Toevoegen basin bij Oude Zuid-Willemsvaart
+outlet_node = model.outlet.add(
+    Node(geometry=hydroobject_gdf.at[3174, "geometry"].boundary.geoms[0], name="Sluis 9"), tables=[outlet_data]
+)
+basin_node = model.basin.add(Node(geometry=hydroobject_gdf.at[6499, "geometry"].boundary.geoms[0]), tables=basin_data)
+model.redirect_edge(edge_id=2102, to_node_id=outlet_node.node_id)
+model.edge.add(outlet_node, basin_node)
+model.redirect_edge(edge_id=2106, to_node_id=2026)
+
+outlet_node = model.outlet.add(
+    Node(geometry=hydroobject_gdf.at[646, "geometry"].interpolate(0.9, normalized=True)), tables=[outlet_data]
+)
+model.edge.add(basin_node, outlet_node)
+model.edge.add(outlet_node, model.level_boundary[66])
+
+# EINDE ISSUES
+
+
+# %%
+# corrigeren knoop-topologie
+
+# 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])
+
+# 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])
+
+
+## UPDATEN STATIC TABLES
+
+# %%
+# 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
+
+df = model.basin.profile.df.groupby("node_id")[["level"]].max().reset_index()
+df.index.name = "fid"
+model.basin.state.df = df
+
+# %%
+# 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
+
+
+# %%
+
+# 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
+
+# %%
+# 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
+
+# %%
+# 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
+
+
+#  %% write model
+model.use_validation = True
+model.write(ribasim_toml)
+
+# %%