Table 1 Hydrodynamic model boundary condition schemes.
From: The comparative study of machine learning agent models in flood forecasting for tidal river reaches
Scheme | Downstream tide level/(m) | Upstream discharge magnitude/(m3/s) | Interval inflow magnitude/(m3/s) |
|---|---|---|---|
1 | 1.77/2.05/2.39 | 0–5000 | / |
2 | 1.77/2.05/2.39 | / | 0–5000 |
3 | 1.77/2.05/2.39 | 0–5000 | 0–5000 |
