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.