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

In table, among the bolded values, these values have the highest value.