Research Article
Efficacy of the Combined Use of Bed Sill and Sacrificial Piles to Control Local Scour around Circular Bridge Piers
Table 6
Average transition probability at upstream of the unprotected pier (test C1).
| | Internal | External | I-A (t + 1) | II-A (t + 1) | III-A (t + 1) | IV-A (t + 1) | I-B (t + 1) | II-B (t + 1) | III-B (t + 1) | IV-B (t + 1) |
| Internal | I-A (t) | 46.71 | 4.93 | 0.50 | 16.18 | 11.14 | 15.64 | 1.16 | 3.73 | II-A (t) | 3.12 | 59.28 | 5.65 | 1.89 | 9.94 | 13.35 | 1.99 | 4.77 | III-A (t) | 0.67 | 13.35 | 48.83 | 4.85 | 1.49 | 3.95 | 11.54 | 15.33 | IV-A (t) | 6.17 | 2.33 | 3.34 | 57.74 | 1.96 | 5.28 | 9.75 | 13.42 | External | I-B (t) | 13.22 | 16.40 | 1.02 | 4.75 | 45.95 | 4.26 | 0.50 | 13.90 | II-B (t) | 11.18 | 14.52 | 1.72 | 5.86 | 2.52 | 56.08 | 6.46 | 1.66 | III-B (t) | 1.32 | 4.94 | 13.51 | 16.66 | 0.55 | 11.64 | 47.12 | 4.26 | IV-B (t) | 2.09 | 6.26 | 11.64 | 14.66 | 6.13 | 1.93 | 2.86 | 54.44 |
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In table, among the bolded values, these values have the highest value.
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