Research Article
Efficacy of the Combined Use of Bed Sill and Sacrificial Piles to Control Local Scour around Circular Bridge Piers
Table 7
Average transition probability at upstream 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) | 45.40 | 4.15 | 0.48 | 19.75 | 10.20 | 14.02 | 1.17 | 4.83 | II-A (t) | 2.80 | 57.16 | 6.73 | 2.04 | 8.76 | 15.31 | 2.05 | 5.14 | III-A (t) | 0.59 | 18.19 | 44.97 | 4.47 | 1.69 | 4.62 | 11.12 | 14.36 | IV-A (t) | 5.84 | 2.74 | 3.24 | 56.44 | 2.10 | 5.90 | 8.96 | 14.76 | External | I-B (t) | 13.48 | 14.43 | 1.34 | 5.38 | 44.61 | 3.54 | 0.15 | 17.07 | II-B (t) | 10.42 | 15.28 | 2.03 | 6.69 | 2.28 | 54.15 | 7.52 | 1.64 | III-B (t) | 1.33 | 5.86 | 13.54 | 15.07 | 0.35 | 14.71 | 45.25 | 3.89 | IV-B (t) | 2.32 | 6.88 | 10.93 | 14.38 | 7.13 | 2.11 | 2.27 | 53.96 |
|
|
In table, among the bolded values, these values have the highest value.
|