Table 4.

Design rainfall and net rainfall depths for different return Periods.

Time interval(min)	Time interval (mm)			Net rainfall (mm)
	P = 1%	P = 2%	P = 5%	P = 1%	P = 2%	P = 5%
1	0.00	0.00	0.00	0.00	0.00	0.00
2	0.00	0.00	0.00	0.00	0.00	0.00
3	0.00	0.00	0.00	0.00	0.00	0.00
4	0.00	0.00	0.00	0.00	0.00	0.00
5	24.51	20.83	16.10	15.33	10.55	6.47
6	24.51	20.83	16.10	15.33	10.55	6.47
7	12.68	10.77	8.33	7.93	5.45	3.34
8	12.68	10.77	8.33	7.93	5.45	3.34
9	10.14	8.62	6.66	6.34	4.36	2.68
10	0.00	0.00	0.00	0.00	0.00	0.00
11	0.00	0.00	0.00	0.00	0.00	0.00
12	0.00	0.00	0.00	0.00	0.00	0.00
13	0.00	0.00	0.00	0.00	0.00	0.00
14	0.00	0.00	0.00	0.00	0.00	0.00
15	13.22	11.23	8.68	8.26	5.69	3.49
16	8.59	7.30	5.64	5.37	3.70	2.27
17	37.00	31.45	24.31	23.14	15.92	9.76
18	7.27	6.18	4.78	4.54	3.13	1.92
19	34.11	28.99	22.41	21.33	14.68	9.00
20	14.78	12.56	9.71	9.24	6.36	3.90
21	7.96	6.76	5.23	4.98	3.42	2.10
22	24.13	20.51	15.85	15.09	10.38	6.37
23	116.45	98.97	76.51	72.81	50.10	30.72
24	39.37	33.46	25.87	24.62	16.94	10.39