Table 1 Hybrid models for forecasting streamflow over different time scales.
Location | aModels used (Best) | Modelling results | References |
|---|---|---|---|
Three diverse watersheds in Germany | AR-RBF, MLP-RF-PR | R2 = 0.7–0.84 | Granata et al.67 |
Ten watersheds’ data set gathered from CAMELS, US | EFS-KESVR-EMA, EFS-LSTM-EMA | NSE = 0.73–0.94 | Xu et al.68 |
Two USGS stations, US | hybrid EMD-RFR, EMD-Bagging, EMD-AdaBoost, EMD-ANN | R = 0.97, RMSE = 0.33, MAE = 0.17, NSE = 0.94 | Heddam et al.69 |
Dez River, Iran | SVMD-MLP-PSO | R2 = 0.89, RMSE = 13.91, NSE = 0.88 | Parsaie et al.70 |
Nile River at the High Aswan Dam, Egypt | MLP-EO, MLP-HGSO, MLP-NRO | MAE = 1.35, RMSE = 2.35, R = 0.92 | Ahmed et al.71 |
Gaula barrage site in Uttarakhand state of India | ANFIS, ANN, WANN | R = 0.99, RMSE = 5.51 (ft3/sec), WI = 0.96, COE = 0.99 | Shukla et al.72 |
Yuelai New City, China | LightGBM-SSA | NSE more than 0.9, peak flow forecasting error within 18% | Cui et al.73 |
Han River, China | VMD-DBN-IPSO | NSE more than 0.8, peak flow forecasting error within 20% | Xie et al.74 |
Pahang River, Malaysia | ANFIS-FFA, ANFIS | R = 1, RMSE = 0.98, MAE = 0.36, NSE = 1 | Yaseen et al.75 |