Morena Creek (30301).

Table B-1. Flood discharges (m³ s^-1) calculated for the free basin of Arroyo Alamar by statistical methods.¹

Method \Return period 5 10 25 50 100 200 500 1000 5000 10000

1. Gumbel Simple (1993) 270 395 554 672 789 905 1059 1175 1444 1560

2. Gumbel II (1993) 76 392 658 836 1007 1176 1396 1561 1942 2102

3. Normal (1993) 287 383 485 551 610 664 729 774 873 912

4. Gumbel II (1994) 300 548 - 960 1123 - 1496 1656 2119 2181

¹ (Comisión Nacional del Agua, 1993; 1994).

Method \Return period	5	10	25	50	100	200	500	1000	5000	10000
1. Gumbel Simple (1993)	270	395	554	672	789	905	1059	1175	1444	1560
2. Gumbel II (1993)	76	392	658	836	1007	1176	1396	1561	1942	2102
3. Normal (1993)	287	383	485	551	610	664	729	774	873	912
4. Gumbel II (1994)	300	548	-	960	1123	-	1496	1656	2119	2181