From: ANN based short-term traffic flow forecasting in undivided two lane highway
Model | Error | CFE | Theil’s U statistic | ||||
---|---|---|---|---|---|---|---|
MAE | MAPE (%) | VAPE (%) | MPE | U1 | U2 | ||
M1 | 1.93 | 0.9010 | 0.0221 | − 0.6872 | − 32.068 | 0.0031 | 0.0450 |
M2 | 2.14 | 0.9917 | 0.0265 | − 0.8014 | − 38.081 | 0.0056 | 1.3689 |
M3 | 1.26 | 0.5889 | 0.0287 | − 0.4358 | − 20.459 | 0.0041 | 0.9605 |
M4 | 1.84 | 0.0386 | 0.0029 | − 0.8498 | − 40.538 | 0.0050 | 0.0441 |
M5 | 3.73 | 1.7325 | 0.2774 | − 1.1564 | − 52.574 | 0.0102 | 0.9964 |
M6 | 1.64 | 0.7689 | 0.0268 | − 0.3665 | − 16.559 | 0.0046 | 0.0425 |
M7 | 2.06 | 0.9546 | 12.690 | − 0.1373 | − 5.1569 | 1.7368 | 0.0563 |
M8 | 2.32 | 1.0963 | 0.0369 | − 0.9114 | − 42.496 | 3.08E−05 | 0.0588 |
M9 | 3.13 | 1.4442 | 0.0607 | − 0.5223 | − 25.028 | 0.0096 | 0.0811 |
M10 | 11.18 | 5.2393 | 0.1217 | − 3.7443 | − 169.104 | 0.0279 | 0.2455 |
M11 | 11.41 | 5.3393 | 0.1241 | − 3.6870 | − 165.905 | 0.0285 | 0.2539 |
M12 | 0.77 | 0.3569 | 0.0102 | − 0.3158 | − 14.937 | 0.0020 | 0.0180 |