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__pycache__ | ||
.fleet | ||
.idea |
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MIT License | ||
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Copyright (c) 2020 Nazmul Ahasan | ||
Copyright (c) 2024 Duy Nguyen | ||
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Permission is hereby granted, free of charge, to any person obtaining a copy | ||
of this software and associated documentation files (the "Software"), to deal | ||
in the Software without restriction, including without limitation the rights | ||
to use, copy, modify, merge, publish, distribute, sublicense, and/or sell | ||
copies of the Software, and to permit persons to whom the Software is | ||
furnished to do so, subject to the following conditions: | ||
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The above copyright notice and this permission notice shall be included in all | ||
copies or substantial portions of the Software. | ||
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THE SOFTWARE IS PROVIDED "AS IS", WITHOUT WARRANTY OF ANY KIND, EXPRESS OR | ||
IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY, | ||
FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT. IN NO EVENT SHALL THE | ||
AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER | ||
LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, | ||
OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE | ||
SOFTWARE. |
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# HydTANK | ||
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 | ||
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Python implementation of the Tank Hydrological model by Sugawara and Funiyuki (1956), based on the original code | ||
from [tank-model](https://github.com/nzahasan/tank-model) by [nzahasan](https://github.com/nzahasan). | ||
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## Installation | ||
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```bash | ||
pip install hydtank | ||
``` | ||
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## Getting Started | ||
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### 1. Prepare the Dataset | ||
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The dataset must include the following columns: Date, Precipitation, Evapotranspiration, and Discharge. Additionally, | ||
ensure that: | ||
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- The time intervals between dates are consistent (e.g., 24 hours) for accurate model performance. | ||
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Example dataset: | ||
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| Date | Discharge | Precipitation | Evapotranspiration | | ||
|------------|-----------|---------------|--------------------| | ||
| 10/9/2016 | 0.25694 | 0 | 2.79 | | ||
| 10/10/2016 | 0.25812 | 0 | 3.46 | | ||
| 10/11/2016 | 0.30983 | 0 | 3.65 | | ||
| 10/12/2016 | 0.31422 | 0 | 3.46 | | ||
| 10/13/2016 | 0.30866 | 0 | 5.64 | | ||
| 10/14/2016 | 0.30868 | 0 | 3.24 | | ||
| 10/15/2016 | 0.31299 | 0 | 3.41 | | ||
| ... | ... | ... | ... | | ||
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### 2. Prepare the HEC-HMS Basin File | ||
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In addition to the dataset, ensure you have the required HEC-HMS basin file. This file contains the hydrological and | ||
geographical configuration needed for the TANK model. | ||
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### 3. Initialize the Model | ||
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#### 3.1 Directly from a dataset file and a basin file: | ||
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```python | ||
from hydtank import build_hydtank | ||
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with open('data.csv') as file1, open('NuiLe_GiaUi.basin') as file2: | ||
tank = build_hydtank( | ||
dataset_content=file1.read(), | ||
basin_content=file2.read(), | ||
interval=24.0, | ||
start=None, | ||
end=None | ||
) | ||
``` | ||
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#### 3.2 From a `Dataset` and a basin file: | ||
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```python | ||
import pandas as pd | ||
from hydtank import build_hydtank_from_dataset, Dataset, TIME_SERIES, PRECIPITATION, EVAPOTRANSPIRATION, DISCHARGE | ||
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df = pd.read_csv('data.csv') | ||
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_dataset = Dataset( | ||
time_series=df[TIME_SERIES].tolist(), | ||
precipitation=df[PRECIPITATION].tolist(), | ||
evapotranspiration=df[EVAPOTRANSPIRATION].tolist(), | ||
discharge=df[DISCHARGE].tolist(), | ||
) | ||
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tank = build_hydtank_from_dataset( | ||
basin_content=open('NuiLe_GiaUi.basin').read(), | ||
_dataset=_dataset, | ||
interval=24.0, | ||
start=None, | ||
end=None | ||
) | ||
``` | ||
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#### 3.3 From an existing model: | ||
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```python | ||
from hydtank import build_hydtank, HydTANK | ||
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with open('data.csv') as file1, open('NuiLe_GiaUi.basin') as file2: | ||
tank = build_hydtank( | ||
file1.read(), | ||
file2.read() | ||
) | ||
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# Avoid using the original model directly! | ||
# Always make a copy before creating a new model | ||
tank_copy = tank.copy() | ||
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tank2 = HydTANK( | ||
tank_copy.dataset, | ||
tank_copy.basin_defs, | ||
tank_copy.root_node, | ||
tank_copy.interval, | ||
tank_copy.start, | ||
tank_copy.end | ||
) | ||
``` | ||
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### 4. Retrieve `BasinDef` Information by Name | ||
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```python | ||
from hydtank.bsd_junction import Junction | ||
from hydtank.bsd_reach import Reach | ||
from hydtank.bsd_sink import Sink | ||
from hydtank.bsd_subbasin import Subbasin | ||
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... | ||
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try: | ||
nui_le: Subbasin = tank.get_basin_def_by_name('NuiLe') | ||
giaui_local: Subbasin = tank.get_basin_def_by_name('GiaUi_Local') | ||
reach1: Reach = tank.get_basin_def_by_name('Reach1') | ||
junction1: Junction = tank.get_basin_def_by_name('Junction1') | ||
sink: Sink = tank.get_basin_def_by_name('Sink1') | ||
except ValueError: | ||
# BasinDef not found | ||
pass | ||
``` | ||
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### 5. Plotting | ||
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```python | ||
tank.plot_basin_network().save('GiaUi_NuiLe_Basin_Network.png') | ||
tank.plot_headwater_q().save('GiaUi_NuiLe_Headwater.png') | ||
tank.plot_q().save('GiaUi_NuiLe_Qsim.png') | ||
tank.plot_subbasin(nui_le).save('GiaUi_NuiLe_NuiLe_Subbasin.png') | ||
tank.plot_subbasin(giaui_local).save('GiaUi_NuiLe_GiaUiLocal_Subbasin.png') | ||
``` | ||
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### 6. Reconfigure Parameters for a `BasinDef` | ||
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```python | ||
from hydtank.parameters import SubbasinParameters, ReachParameters | ||
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... | ||
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params = reach1.parameters.copy() | ||
params.k = 0.9235288521736096 | ||
tank.reconfig_parameters(reach1.name, params) | ||
tank.reconfig_parameters(reach1.name, ReachParameters()) | ||
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tank.reconfig_parameters(nui_le.name, SubbasinParameters()) | ||
``` | ||
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### 7. Auto-Optimize Parameters for `Subbasin` and `Reach` | ||
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#### 7.1 Optimize Specific `Subbasin` and `Reach` | ||
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```python | ||
tank.optimize([nui_le, reach1, giaui_local]) | ||
``` | ||
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#### 7.2 Optimize All | ||
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**Note:** This process can take significant time as it involves optimizing parameters for all `Subbasin` and `Reach` | ||
elements in the model. | ||
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```python | ||
tank.optimize_all() | ||
``` | ||
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### 8. Export Calculation Results as a `pandas.DataFrame` | ||
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```python | ||
r_df = tank.to_dataframe() | ||
``` | ||
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### 9. Set a New `Dataset` | ||
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```python | ||
df = pd.read_csv('new_data.csv') | ||
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_dataset = Dataset( | ||
time_series=df[TIME_SERIES].tolist(), | ||
precipitation=df[PRECIPITATION].tolist(), | ||
evapotranspiration=df[EVAPOTRANSPIRATION].tolist(), | ||
discharge=df[DISCHARGE].tolist(), | ||
) | ||
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tank.reset_dataset(_dataset, interval=24.0) | ||
``` | ||
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### 10. Configure Time Range | ||
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```python | ||
from datetime import datetime | ||
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... | ||
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tank.set_timeseries_range(start=datetime(...), end=datetime(...)) | ||
``` | ||
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## License | ||
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This library is released under the MIT License. | ||
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## Contact | ||
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For any questions or issues, please open an issue on [GitHub](https://github.com/duynguyen02/HydTANK/issues) or email us | ||
at [[email protected]](mailto:[email protected]). | ||
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--- |
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from hydtank import build_hydtank | ||
from hydtank.bsd_junction import Junction | ||
from hydtank.bsd_reach import Reach | ||
from hydtank.bsd_sink import Sink | ||
from hydtank.bsd_subbasin import Subbasin | ||
from hydtank.parameters import SubbasinParameters, ReachParameters | ||
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with open('data.csv') as file1, open('NuiLe_GiaUi.basin') as file2: | ||
tank = build_hydtank( | ||
file1.read(), | ||
file2.read() | ||
) | ||
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nui_le: Subbasin = tank.get_basin_def_by_name('NuiLe') | ||
giaui_local: Subbasin = tank.get_basin_def_by_name('GiaUi_Local') | ||
reach1: Reach = tank.get_basin_def_by_name('Reach1') | ||
junction1: Junction = tank.get_basin_def_by_name('Junction1') | ||
sink: Sink = tank.get_basin_def_by_name('Sink1') | ||
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tank.optimize([nui_le, reach1, giaui_local]) | ||
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tank.plot_basin_network().save('GiaUi_NuiLe_Basin_Network.png') | ||
tank.plot_headwater_q().save('GiaUi_NuiLe_Headwater.png') | ||
tank.plot_q().save('GiaUi_NuiLe_Qsim.png') | ||
tank.plot_subbasin(nui_le).save('GiaUi_NuiLe_NuiLe_Subbasin.png') | ||
tank.plot_subbasin(giaui_local).save('GiaUi_NuiLe_GiaUiLocal_Subbasin.png') | ||
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print(reach1.parameters) | ||
print(nui_le.parameters) | ||
print(giaui_local.parameters) | ||
print(nui_le.stats) | ||
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params = reach1.parameters.copy() | ||
params.k = 0.9235288521736096 | ||
tank.reconfig_parameters(reach1.name, params) | ||
tank.reconfig_parameters(reach1.name, ReachParameters()) | ||
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tank.reconfig_parameters(nui_le.name, SubbasinParameters()) | ||
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tank.to_dataframe().to_csv('GiaUi_NuiLe_TANK.csv', index=False) |
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import pandas as pd | ||
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from hydtank import build_hydtank_from_dataset, Dataset, TIME_SERIES, PRECIPITATION, EVAPOTRANSPIRATION, DISCHARGE | ||
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df = pd.read_csv('data.csv') | ||
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_dataset = Dataset( | ||
time_series=df[TIME_SERIES].tolist(), | ||
precipitation=df[PRECIPITATION].tolist(), | ||
evapotranspiration=df[EVAPOTRANSPIRATION].tolist(), | ||
discharge=df[DISCHARGE].tolist(), | ||
) | ||
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tank = build_hydtank_from_dataset( | ||
open('NuiLe_GiaUi.basin').read(), | ||
_dataset | ||
) | ||
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tank2 = tank.copy() | ||
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print(tank == tank2) | ||
print(tank.get_basin_def_by_name('NuiLe') == tank2.get_basin_def_by_name('NuiLe')) |
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