Research Article
Efficacy of the Combined Use of Bed Sill and Sacrificial Piles to Control Local Scour around Circular Bridge Piers
Table 9
Average transition probability at downstream of the pier with bed sill and sacrificial piles (test C9).
| | 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) | 59.57 | 3.22 | 0.37 | 10.73 | 7.61 | 15.49 | 0.93 | 2.08 | II-A (t) | 1.64 | 74.18 | 3.58 | 0.63 | 7.74 | 9.67 | 0.73 | 1.80 | III-A (t) | 0.48 | 8.45 | 61.62 | 3.25 | 1.21 | 1.63 | 9.45 | 13.92 | IV-A (t) | 4.93 | 0.74 | 2.17 | 68.26 | 1.24 | 1.89 | 9.59 | 11.15 | External | I-B (t) | 10.92 | 15.21 | 1.08 | 2.61 | 57.92 | 2.37 | 0.42 | 9.48 | II-B (t) | 10.01 | 11.93 | 0.75 | 2.65 | 1.55 | 68.94 | 3.59 | 0.58 | III-B (t) | 1.34 | 1.66 | 10.85 | 16.95 | 0.37 | 7.59 | 58.62 | 2.61 | IV-B (t) | 1.31 | 2.85 | 10.85 | 13.13 | 5.33 | 0.52 | 1.76 | 64.24 |
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In table, among the bolded values, these values have the highest value.
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