Effectiveness of Hydraulic and Hydrologic Parameters in Assessing Storm System Flooding

Table 1

Data about the subcatchment area input to the model.

Element ID	Area (ha)	Drainage node ID	Average slope (%)	Equivalent width (m)
Sub-02	5.29	82	0.0100	110.00
Sub-03	5.45	81	0.0063	165.00
Sub-04	9.69	80	0.0096	194.00
Sub-05	9.26	45	0.0027	110.00
Sub-06	9.74	47	0.0043	140.00
Sub-07	5.80	83	0.0108	120.00
Sub-08	5.44	67	0.0001	120.00
Sub-09	6.37	82	0.0126	131.00
Sub-10	6.31	68	0.0000	149.00
Sub-13	10.10	Out-01	0.0122	296.00
Sub-17	2.83	50	0.0130	117.00
Sub-18	5.20	41	0.0500	140.00
Sub-19	6.36	40	0.0008	155.00
Sub-20	5.57	43	0.0008	150.00
Sub-21	6.52	38	0.0234	191.00
Sub-22	6.50	27	0.0230	263.00
Sub-23	6.51	35	0.0210	145.00
Sub-24	5.29	34	0.0123	161.00
Sub-25	7.22	32	0.0113	196.00
Sub-26	8.07	22	0.0140	272.00
Sub-27	7.59	21	0.0130	262.00
Sub-28	7.43	20	0.0120	293.00
Sub-29	6.05	19	0.0110	275.00
Sub-30	8.22	53	0.0140	250.00
Sub-31	8.30	56	0.0100	190.00
Sub-33	4.89	16	0.0006	150.00
Sub-34	6.20	17	0.0120	280.00
Sub-35	10.59	13	0.0130	300.00
Sub-36	21.74	4	0.0040	350.00
Sub-37	7.64	60	0.0019	170.00
Sub-38	5.12	79	0.0085	170.00
Sub-39	8.72	3	0.0016	300.00
Sub-40	5.70	54	0.0050	155.00
Sub-41	6.29	51	0.0036	190.00
Sub-42	6.15	52	0.0100	180.00
Sub-43	4.59	69	0.0280	200.00
Sub-44	3.78	70	0.0080	80.00
Sub-45	4.34	72	0.0090	200.00
Sub-46	3.21	73	0.0086	60.00
Sub-47	4.62	75	0.0130	280.00
Sub-48	3.45	59	0.0043	95.00
Sub-49	3.58	76	0.0130	110.00
Sub-50	5.44	10	0.0006	175.00
Sub-51	4.73	1	0.0200	130.00
Sub-52	8.78	77	0.0000	140.00
Sub-53	7.34	74	0.0001	115.00
Sub-54	6.26	71	0.0006	95.00
Sub-55	5.33	49	0.0166	160.00
Sub-56	4.93	48	0.0200	150.00
Sub-57	5.42	46	0.0130	125.00
Sub-58	5.02	45	0.0170	130.00