Research Article
Using Hybrid Wavelet-Exponential Smoothing Approach for Streamflow Modeling
Table 3
Performance results of the WES1 method.
| | Watersheds | Type of ES | Inputs | Structures | NSE | RMSE (m3/s) | NSEpeak | | | | | Train | Test | Train | Test | Test |
| Daily | Trinity River | (A, Ad, N) | Approximation | 0.9999 | 0.9999 | — | 0.9634 | 0.873 | 0.866 | 41.467 | 73.484 | 0.804 | (A, N, N) | Details | 0.9999 | — | — | — | West Nishnabotna River | (A, Ad, N) | Approximation | 0.9999 | 0.9999 | — | 0.9635 | 0.655 | 0.645 | 21.365 | 21.636 | 0.538 | (A, N, N) | Details | 0.5953 | — | — | — |
| Monthly | Trinity River | (A, Ad, N) | Approximation | 0.9999 | 0.9999 | — | 0.9539 | 0.551 | 0.542 | 2237.014 | 2630.001 | 0.264 | (A, Ad, A) | Details | 0.7654 | 0.0001 | 0.0001 | 0.9428 | West Nishnabotna River | (A, Ad, N) | Approximation | 0.9999 | 0.9999 | — | 0.9558 | 0.493 | 0.471 | 463.48 | 603.564 | 0.399 | (A, N, A) | Details | 0.0001 | — | 0.0001 | — |
|
|