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PRECIPITACIONES MÁXIMAS ANUALES EN 24 HORAS
Factor de corrección 1.13
T
(años)
P(x) W
METODO
DISTRIBUCION
NORMAL
METODO DISTRIBUCION LOG
NORMAL 2
METODO DISTRIBUCION LOG
NORMAL 3 PARAMETROS
METODO
DISTRIBUCION
GUMBEL PMAX
mm
PMAX
(corregida)
mm
Pp 10^xT PP(mm)
2 0.50 1.18 0.00 24.35 0.00 1.38 23.87 0.00 3.63 24.04 -0.95 19.70 19.70 22.27
3 0.33 1.48 0.43 26.46 0.43 1.42 26.05 0.43 3.68 26.18 -0.54 21.70 21.70 24.52
5 0.20 1.79 0.84 28.47 0.84 1.45 28.31 0.84 3.73 28.34 -0.29 22.92 22.92 25.90
10 0.10 2.15 1.28 30.63 1.28 1.49 30.95 1.28 3.79 30.79 -0.09 23.92 23.92 27.03
20 0.05 2.45 1.65 32.41 1.65 1.52 33.32 1.65 3.84 32.91 0.05 24.60 24.60 27.80
25 0.04 2.54 1.75 32.93 1.75 1.53 34.04 1.75 3.85 33.55 0.09 24.78 24.78 28.00
50 0.02 2.80 2.05 34.41 2.05 1.56 36.20 2.05 3.89 35.43 0.19 25.26 25.26 28.54
100 0.01 3.03 2.33 35.75 2.33 1.58 38.26 2.33 3.93 37.18 0.26 25.64 25.64 28.98
200 0.01 3.26 2.58 36.97 2.58 1.60 40.24 2.58 3.96 38.83 0.33 25.97 25.97 29.35
300 0.00 3.38 2.71 37.64 2.71 1.62 41.38 2.71 3.98 39.77 0.37 26.14 26.14 29.54
500 0.00 3.53 2.88 38.45 2.88 1.63 42.79 2.88 4.00 40.91 0.41 26.34 26.34 29.76
1000 0.00 3.72 3.09 39.49 3.09 1.65 44.66 3.09 4.02 42.42 0.45 26.57 26.57 30.03
MEDIA 24.35 1.38 3.63 24.35
DES.EST.M 4.90 0.09 0.13 4.90
X0= -13.49
𝑋𝑇 𝐾𝑇 𝑋𝑇 𝐾𝑇 𝑋𝑇 𝑒𝑋𝑇 + 𝑥0 𝐾𝑇
INTENSIDADES MAXIMAS EN mm/hr
TR Duración (minutos)
años 20 30 60 120 180 240
2 22.93 16.92 10.06 5.98 4.41 3.56
3 25.25 18.63 11.08 6.59 4.86 3.92
5 26.68 19.68 11.70 6.96 5.13 4.14
10 27.84 20.54 12.21 7.26 5.36 4.32
20 28.63 21.12 12.56 7.47 5.51 4.44
25 28.84 21.28 12.65 7.52 5.55 4.47
50 29.39 21.69 12.89 7.67 5.66 4.56
100 29.84 22.02 13.09 7.78 5.74 4.63
200 30.22 22.30 13.26 7.88 5.82 4.69
300 30.42 22.44 13.35 7.94 5.85 4.72
500 30.65 22.61 13.45 7.99 5.90 4.75
1000 30.93 22.82 13.57 8.07 5.95 4.80
LLUVIA MAXIMA PARA UNA DURACION DE 24 HORAS MAXIMAS
P. RETORNO
Ppt. Máx. Duración (minutos)
24 Horas 20 30 60 120 180 240
2 22.27 7.6 8.5 10.1 12.0 13.2 14.2
3 24.52 8.4 9.3 11.1 13.2 14.6 15.7
5 25.90 8.9 9.8 11.7 13.9 15.4 16.6
10 27.03 9.3 10.3 12.2 14.5 16.1 17.3
20 27.80 9.5 10.6 12.6 14.9 16.5 17.8
25 28.00 9.6 10.6 12.7 15.0 16.7 17.9
50 28.54 9.8 10.8 12.9 15.3 17.0 18.2
100 28.98 9.9 11.0 13.1 15.6 17.2 18.5
200 29.35 10.1 11.1 13.3 15.8 17.5 18.8
300 29.54 10.1 11.2 13.3 15.9 17.6 18.9
500 29.76 10.2 11.3 13.4 16.0 17.7 19.0
1000 30.03 10.3 11.4 13.6 16.1 17.9 19.2
I =
0.04
231.75 T
0.75
t
𝐼 =
𝐾 ∗ 𝑇𝑎
𝑡𝑏
METODO RACIONAL
TIEMPO DE DURACION(t)= 15 minutos
k= 231.75
a= 0.04
b= 0.75
PERIODO DE RETORNO (T)= 35.00 años
INTENSIDAD (mm/h)= 35.0 mm/h
TIEMPO DE DURACION(t)= 15 minutos
k= 231.75
a= 0.04
b= 0.75
PERIODO DE RETORNO (T)= 35.00 años
INTENSIDAD (mm/h)= 35.0 mm/h
COEFICIENTEDE ESCORRENTIA
PONDERADO"C"
= 0.46
Area aporte = 5.60 km2
Coeficiente de escorrentía(C) = 0.46
IntensidadMáxima(mm/hora)= 35.0 mm/h
Q= 24.88 m3/s
𝐼 =
𝐾 ∗ 𝑇𝑎
𝑡𝑏
𝐼 =
𝐾 ∗ 𝑇𝑎
𝑡𝑏

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2 parte de la pregunta 2

  • 1. PRECIPITACIONES MÁXIMAS ANUALES EN 24 HORAS Factor de corrección 1.13 T (años) P(x) W METODO DISTRIBUCION NORMAL METODO DISTRIBUCION LOG NORMAL 2 METODO DISTRIBUCION LOG NORMAL 3 PARAMETROS METODO DISTRIBUCION GUMBEL PMAX mm PMAX (corregida) mm Pp 10^xT PP(mm) 2 0.50 1.18 0.00 24.35 0.00 1.38 23.87 0.00 3.63 24.04 -0.95 19.70 19.70 22.27 3 0.33 1.48 0.43 26.46 0.43 1.42 26.05 0.43 3.68 26.18 -0.54 21.70 21.70 24.52 5 0.20 1.79 0.84 28.47 0.84 1.45 28.31 0.84 3.73 28.34 -0.29 22.92 22.92 25.90 10 0.10 2.15 1.28 30.63 1.28 1.49 30.95 1.28 3.79 30.79 -0.09 23.92 23.92 27.03 20 0.05 2.45 1.65 32.41 1.65 1.52 33.32 1.65 3.84 32.91 0.05 24.60 24.60 27.80 25 0.04 2.54 1.75 32.93 1.75 1.53 34.04 1.75 3.85 33.55 0.09 24.78 24.78 28.00 50 0.02 2.80 2.05 34.41 2.05 1.56 36.20 2.05 3.89 35.43 0.19 25.26 25.26 28.54 100 0.01 3.03 2.33 35.75 2.33 1.58 38.26 2.33 3.93 37.18 0.26 25.64 25.64 28.98 200 0.01 3.26 2.58 36.97 2.58 1.60 40.24 2.58 3.96 38.83 0.33 25.97 25.97 29.35 300 0.00 3.38 2.71 37.64 2.71 1.62 41.38 2.71 3.98 39.77 0.37 26.14 26.14 29.54 500 0.00 3.53 2.88 38.45 2.88 1.63 42.79 2.88 4.00 40.91 0.41 26.34 26.34 29.76 1000 0.00 3.72 3.09 39.49 3.09 1.65 44.66 3.09 4.02 42.42 0.45 26.57 26.57 30.03 MEDIA 24.35 1.38 3.63 24.35 DES.EST.M 4.90 0.09 0.13 4.90 X0= -13.49 𝑋𝑇 𝐾𝑇 𝑋𝑇 𝐾𝑇 𝑋𝑇 𝑒𝑋𝑇 + 𝑥0 𝐾𝑇
  • 2. INTENSIDADES MAXIMAS EN mm/hr TR Duración (minutos) años 20 30 60 120 180 240 2 22.93 16.92 10.06 5.98 4.41 3.56 3 25.25 18.63 11.08 6.59 4.86 3.92 5 26.68 19.68 11.70 6.96 5.13 4.14 10 27.84 20.54 12.21 7.26 5.36 4.32 20 28.63 21.12 12.56 7.47 5.51 4.44 25 28.84 21.28 12.65 7.52 5.55 4.47 50 29.39 21.69 12.89 7.67 5.66 4.56 100 29.84 22.02 13.09 7.78 5.74 4.63 200 30.22 22.30 13.26 7.88 5.82 4.69 300 30.42 22.44 13.35 7.94 5.85 4.72 500 30.65 22.61 13.45 7.99 5.90 4.75 1000 30.93 22.82 13.57 8.07 5.95 4.80 LLUVIA MAXIMA PARA UNA DURACION DE 24 HORAS MAXIMAS P. RETORNO Ppt. Máx. Duración (minutos) 24 Horas 20 30 60 120 180 240 2 22.27 7.6 8.5 10.1 12.0 13.2 14.2 3 24.52 8.4 9.3 11.1 13.2 14.6 15.7 5 25.90 8.9 9.8 11.7 13.9 15.4 16.6 10 27.03 9.3 10.3 12.2 14.5 16.1 17.3 20 27.80 9.5 10.6 12.6 14.9 16.5 17.8 25 28.00 9.6 10.6 12.7 15.0 16.7 17.9 50 28.54 9.8 10.8 12.9 15.3 17.0 18.2 100 28.98 9.9 11.0 13.1 15.6 17.2 18.5 200 29.35 10.1 11.1 13.3 15.8 17.5 18.8 300 29.54 10.1 11.2 13.3 15.9 17.6 18.9 500 29.76 10.2 11.3 13.4 16.0 17.7 19.0 1000 30.03 10.3 11.4 13.6 16.1 17.9 19.2 I = 0.04 231.75 T 0.75 t 𝐼 = 𝐾 ∗ 𝑇𝑎 𝑡𝑏
  • 3. METODO RACIONAL TIEMPO DE DURACION(t)= 15 minutos k= 231.75 a= 0.04 b= 0.75 PERIODO DE RETORNO (T)= 35.00 años INTENSIDAD (mm/h)= 35.0 mm/h TIEMPO DE DURACION(t)= 15 minutos k= 231.75 a= 0.04 b= 0.75 PERIODO DE RETORNO (T)= 35.00 años INTENSIDAD (mm/h)= 35.0 mm/h COEFICIENTEDE ESCORRENTIA PONDERADO"C" = 0.46 Area aporte = 5.60 km2 Coeficiente de escorrentía(C) = 0.46 IntensidadMáxima(mm/hora)= 35.0 mm/h Q= 24.88 m3/s 𝐼 = 𝐾 ∗ 𝑇𝑎 𝑡𝑏 𝐼 = 𝐾 ∗ 𝑇𝑎 𝑡𝑏