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

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