Hidrograma de avenida, 2 años de período de retorno, aguas abajo del proyecto, en m3/seg, a intervalos de 7.5 minutos.

1	0.08	0.16	0.40	0.65	1.18	1.71	2.47	3.24	1
2	4.10	4.99	5.92	7.00	8.09	9.26	10.26	11.28	2
3	12.16	13.06	13.91	14.80	15.70	16.60	17.42	18.19	3
4	18.90	19.57	20.19	20.82	21.44	22.10	22.82	23.63	4
5	24.52	25.43	26.36	27.26	28.12	28.93	29.70	30.42	5
6	31.13	31.81	32.49	33.17	33.87	34.58	35.32	36.06	6
7	36.83	37.60	38.37	39.14	39.92	40.73	41.57	42.45	7
8	43.42	44.41	45.49	46.57	47.75	48.93	50.18	51.43	8
9	52.78	54.15	55.62	57.12	58.88	60.68	62.78	64.95	9
10	67.62	70.37	73.67	77.10	82.71	88.51	98.07	107.93	10
11	122.22	137.11	153.88	171.87	186.78	203.31	215.47	229.00	11
12	238.76	249.11	256.06	262.93	268.08	272.27	275.87	277.16	12
13	276.85	273.73	269.48	264.15	259.62	256.13	254.90	255.13	13
14	256.84	258.98	261.71	264.52	267.65	270.20	271.42	270.27	14
15	266.63	260.40	252.17	242.67	233.12	224.12	216.18	209.40	15
16	203.90	199.48	195.93	192.76	189.84	187.10	184.88	183.43	16
17	183.03	183.67	185.25	187.37	189.41	190.78	190.99	189.74	17
18	186.88	182.50	176.91	170.49	163.64	156.67	149.87	143.41	18
19	137.37	131.80	126.67	121.96	117.58	113.48	109.65	106.01	19
20	102.59	99.32	96.24	93.30	90.49	87.82	85.26	82.83	20
21	80.50	78.29	76.18	74.18	72.30	70.52	68.85	67.25	21
22	65.75	64.30	62.94	61.63	60.38	59.18	58.04	56.95	22
23	55.90	54.90	53.92	52.99	52.09	51.23	50.40	49.60	23
24	48.83	48.08	47.37	46.68	46.03	45.40	44.81	44.26	24
25	43.64	43.05	42.31	41.58	40.58	39.56	38.31	37.01	25
26	35.60	34.12	32.62	31.02	29.47	27.83	26.30	24.71	26
27	23.22	21.71	20.30	18.93	17.68	16.52	15.47	14.48	27
28	13.56	12.66	11.79	10.91	10.11	9.37	8.70	8.08	28
29	7.50	6.95	6.44	5.99	5.61	5.28	4.98	4.69	29
30	4.40	4.11	3.82	3.54	3.26	2.97	2.69	2.40	30
31	2.12	1.82	1.53	1.23	0.93	0.64	0.37	0.16	31
32	0.04	0.00	0.00	0.00	0.00	0.00	0.00	0.00	32
33	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	33
34	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	34
35	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	35
36	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	36