Research Article
Probabilistic En Route Sector Traffic Demand Prediction Based upon Statistical Analysis of Error Distribution Characteristics
Table 3
Traffic demand and probability distribution in interval 07: 00-07: 14 of sector AR01.
| | | | 0.0 | 1.0 | 2.0 | 3.0 | 4.0 | 5.0 | 6.0 | 7.0 | 8.0 | 9.0 | 10.0 | 11.0 | 12.0 | 13.0 | 14.0 | 15.0 |
| | 0.0 | 1.00 | 0.98 | 0.79 | 0.65 | 0.54 | 0.49 | 0.46 | 0.37 | 0.30 | 0.25 | 0.23 | 0.16 | 0.13 | 0.09 | 0.08 | 0.06 | | 1.0 | — | 0.02 | 0.21 | 0.31 | 0.37 | 0.38 | 0.39 | 0.40 | 0.40 | 0.38 | 0.37 | 0.33 | 0.30 | 0.25 | 0.22 | 0.19 | | 2.0 | — | — | 0.00 | 0.04 | 0.09 | 0.11 | 0.13 | 0.18 | 0.22 | 0.25 | 0.26 | 0.29 | 0.30 | 0.30 | 0.29 | 0.28 | | 3.0 | — | — | — | 0.00 | 0.01 | 0.01 | 0.02 | 0.04 | 0.07 | 0.10 | 0.10 | 0.15 | 0.18 | 0.21 | 0.23 | 0.24 | | 4.0 | — | — | — | — | 0.00 | 0.00 | 0.00 | 0.01 | 0.01 | 0.02 | 0.03 | 0.05 | 0.07 | 0.10 | 0.12 | 0.14 | | 5.0 | — | — | — | — | — | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.01 | 0.02 | 0.03 | 0.04 | 0.06 | | 6.0 | — | — | — | — | — | — | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.01 | 0.01 | 0.02 | | 7.0 | — | — | — | — | — | — | — | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | 8.0 | — | — | — | — | — | — | — | — | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | 9.0 | — | — | — | — | — | — | — | — | — | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | 10.0 | — | — | — | — | — | — | — | — | — | — | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | 11.0 | — | — | — | — | — | — | — | — | — | — | — | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | | 12.0 | — | — | — | — | — | — | — | — | — | — | — | — | 0.00 | 0.00 | 0.00 | 0.00 | | 13.0 | — | — | — | — | — | — | — | — | — | — | — | — | — | 0.00 | 0.00 | 0.00 | | 14.0 | — | — | — | — | — | — | — | — | — | — | — | — | — | — | 0.00 | 0.00 | | 15.0 | — | — | — | — | — | — | — | — | — | — | — | — | — | — | — | 0.00 |
|
|
