Automatic Calibration of an Unsteady River Flow Model by Using Dynamically Dimensioned Search Algorithm

Table 2

Froude number during peak of Typhoon Saola (at 08/02/2012 0:00).

Junction number	Velocity (m/s)	Area (m^2)	Width (m)	Discharge (m^3/s)	Froude number
1	1.87	1797.56	960.18	3365.21	0.21
2	1.37	3985.03	2902.00	5472.24	0.16
3	2.43	2648.25	1091.97	6422.53	0.23
4	2.27	2838.12	1248.46	6451.91	0.26
5	1.60	3676.42	2296.04	5886.68	0.14
6	1.31	2744.94	2095.21	3596.14	0.12
7	1.51	2577.26	1708.95	3886.77	0.18
8	0.96	5396.25	5641.67	5161.52	0.10
9	1.06	1198.21	1125.71	1275.37	0.11
10	1.88	156.20	83.27	293.00	0.28
11	2.12	197.79	93.40	418.83	0.27
12	1.87	213.89	114.53	399.43	0.28
13	1.51	280.07	186.09	421.51	0.22
14	1.23	364.52	296.02	448.87	0.16
15	0.97	486.54	499.22	474.19	0.11
16	0.95	500.48	525.77	476.41	0.12
17	1.02	625.52	613.74	637.53	0.14
18	0.78	860.27	1097.29	674.45	0.10
19	0.92	717.89	784.58	656.87	0.10
20	0.84	896.98	1067.20	753.91	0.09
21	1.16	794.94	687.43	919.27	0.13