Research Article
Efficacy of the Combined Use of Bed Sill and Sacrificial Piles to Control Local Scour around Circular Bridge Piers
Table 8
Average transition probability at downstream 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) | 63.35 | 2.14 | 1.62 | 9.05 | 8.45 | 10.02 | 3.78 | 1.55 | II-A (t) | 4.11 | 54.07 | 10.51 | 0.78 | 15.66 | 9.47 | 2.83 | 2.57 | III-A (t) | 1.43 | 7.88 | 61.46 | 2.21 | 4.61 | 1.57 | 10.28 | 10.54 | IV-A (t) | 7.38 | 0.87 | 3.26 | 59.67 | 1.41 | 2.51 | 16.10 | 8.79 | External | I-B (t) | 9.36 | 11.10 | 4.08 | 1.96 | 61.58 | 1.90 | 1.66 | 8.35 | II-B (t) | 17.15 | 8.47 | 3.76 | 3.48 | 3.41 | 51.73 | 11.25 | 0.71 | III-B (t) | 4.16 | 2.21 | 11.84 | 12.77 | 1.44 | 7.65 | 57.75 | 2.18 | IV-B (t) | 1.86 | 3.58 | 16.10 | 8.96 | 7.30 | 0.74 | 3.19 | 58.28 |
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In table, among the bolded values, these values have the highest value.
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