Hidrograma de avenida, 5 años de período de retorno, aguas abajo del proyecto,
en m3/seg, a intervalos de 7.5 minutos.

1 0.13 0.25 0.65 1.04 1.89 2.74 3.97 5.20 1
2 6.62 8.12 9.73 11.51 13.25 15.09 16.73 18.46 2
3 20.06 21.77 23.42 25.11 26.77 28.51 30.25 31.94 3
4 33.53 35.12 36.67 38.26 39.87 41.55 43.25 44.98 4
5 46.71 48.40 50.04 51.60 53.07 54.45 55.75 56.97 5
6 58.17 59.32 60.45 61.56 62.70 63.84 65.02 66.21 6
7 67.43 68.67 69.93 71.21 72.53 73.89 75.32 76.82 7
8 78.45 80.16 82.02 83.95 86.08 88.28 90.67 93.15 8
9 95.86 98.69 101.78 105.00 108.68 112.49 116.84 121.32 9
10 126.63 132.08 138.41 144.93 154.94 165.22 181.52 198.27 10
11 222.13 246.92 274.65 304.22 328.78 355.94 376.26 399.26 11
12 417.02 436.71 451.65 466.77 478.74 488.43 496.45 500.43 12
13 502.50 501.27 499.50 496.80 495.62 495.59 498.40 502.82 13
14 509.17 515.82 522.47 527.19 529.14 526.55 519.08 506.43 14
15 489.60 469.51 447.75 425.40 403.78 383.36 364.78 348.20 15
16 333.86 321.70 311.78 303.76 297.66 293.12 290.12 288.33 16
17 287.64 287.79 288.57 289.70 290.96 292.23 293.46 294.69 17
18 296.03 297.64 299.68 302.23 305.36 309.00 313.11 317.49 18
19 321.94 326.23 330.12 333.41 335.88 337.37 337.79 337.01 19
20 335.07 331.89 327.60 322.20 315.83 308.62 300.70 292.25 20
21 283.38 274.30 265.10 255.94 246.92 238.11 229.61 221.41 21
22 213.58 206.10 199.03 192.33 186.03 180.11 174.57 169.41 22
23 164.57 160.07 155.86 151.93 148.25 144.79 141.53 138.44 23
24 135.51 132.72 130.10 127.60 125.24 123.02 120.90 118.92 24
25 116.87 114.94 112.80 110.73 108.27 105.84 103.08 100.28 25
26 97.34 94.30 91.24 88.01 84.83 81.47 78.24 74.88 26
27 71.65 68.38 65.26 62.20 59.32 56.53 53.89 51.32 27
28 48.84 46.37 43.94 41.50 39.08 36.68 34.33 32.05 28
29 29.91 27.95 26.22 24.72 23.44 22.34 21.40 20.58 29
30 19.84 19.19 18.60 18.06 17.56 17.09 16.64 16.20 30
31 15.77 15.34 14.91 14.46 14.00 13.52 13.03 12.51 31
32 11.98 11.43 10.86 10.29 9.73 9.18 8.64 8.11 32
33 7.57 7.02 6.46 5.89 5.31 4.73 4.15 3.59 33
34 3.06 2.54 2.06 1.61 1.20 0.83 0.51 0.26 34
35 0.10 0.03 0.01 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