Research Article
Rail Corrugation Detection of High-Speed Railway Using Wheel Dynamic Responses
Table 4
Wavelength estimation error at different train speeds.
| Case | Train speed 250 km/h | Train speed 300 km/h | Train speed 350 km/h | Nil | 1% | 3% | 5% | Nil | 1% | 3% | 5% | Nil | 1% | 3% | 5% |
| 100 mm | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0.0093 | 0.0093 | 0.0093 | 0.0093 | 110 mm | 0.0999 | 0.0999 | 0.0999 | 0.0997 | 0.0834 | 0.0834 | 0.0834 | 0.0836 | 0.0927 | 0.0927 | 0.0927 | 0.0927 | 120 mm | 0.1657 | 0.1198 | 0.0938 | 0.1058 | 0 | 0 | 0 | 0 | 0.0093 | 0.0093 | 0.0093 | 0.0093 | 130 mm | 0.0999 | 0.0999 | 0.0999 | 0.0999 | 0.0999 | 0.0999 | 0.0999 | 0.1001 | 0.0907 | 0.0907 | 0.0910 | 0.0910 | 140 mm | 0.1234 | 0.1070 | 0.1016 | 0.1107 | 0.1325 | 0.1275 | 0.1217 | 0.1265 | 0.1428 | 0.1412 | 0.1391 | 0.1386 | 150 mm | 0.0399 | 0 | 0 | 0.0100 | 0.1421 | 0.0524 | 0.0474 | 0.0050 | 0.2124 | 0.1778 | 0.1616 | 0.1639 |
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