3. Hidrogramas
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HIDROGRAMAS Q max
1
19.84
2 3
25.17 26.22
4
29.60
5 6
29.74 30.76
7 8 9 10
30.77 31.57 32.12 32.17
11 12
32.87 34.14
13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50
34.44 36.13 40.72 42.39 47.39 47.82 48.79 49.11 49.24 51.94 52.32 57.42 60.20 61.54 64.84 64.87 68.97 69.07 70.23 71.26 78.83 80.90 81.40 82.36 84.11 85.26 85.49 86.83 88.47 88.98 91.16 92.00 95.70 97.99 98.48 109.11 120.01 130.44
NOMBRE Cuenca Hidrografica
1. Tiempo de concentracion (Formula de Kirpich): tc =
0.403
hr
2. Duracion en exceso (de): 𝑑�=2√𝑡�
de =
1.27
hr
3. Tiempo Pico (tp): 𝑡�= √𝑡�+0.6(𝑡�)
tp =
0.877
hr
4. Tiempo base (tb): 𝑡�=2.67(𝑡�)
tb =
2.34
hr
5. Caudal Pico (Qp): Qp =
130.444
t (hr) 0.00 0.88 2.34
Q(m3/s) 0.00 130.44 0.00
m3/s
H ID R OGR AMA T R IAN GU LAR - H U AN T A 170.00
130.44 120.00
Caudal (m3/s)
m
70.00
20.00
0.00
0.50
1.00
-30.00
1.50
2.00
2.50
Tiempo (hrs)
Tp=0.87
tb= 2.33
AREA
Longitud del cauce
Pendiente
A (km² ) 8.74
L (km) 3.85
S (m/m) 0.14
Tiempo de Concentración (hrs) Kirpich 0.40
Tiempo Duración en de exceso retardo tp (horas) de (horas) 0.24 1.26
Tiempo de Tiempo base Caudal pico Pico Tp (horas) 0.87
tb (horas) 2.33
Qp (m³/s) 130.44
130.44387 Coordenadas del hidrograma adimensional
Coordenadas del hidrograma de la estación
t/tp 0.00
Q/Qp 0.000
t 0.000
Q 0.000
0.10
0.015
0.088
1.957
0.20 0.30
0.075 0.160
0.175 0.263
9.783 20.871
0.40 0.50
0.280 0.430
0.351 0.439
36.524 56.091
0.60 0.70 0.80 0.90
0.600 0.770 0.890 0.970
0.526 0.614 0.702 0.790
78.266 100.442 116.095 126.531
1.00 1.10
1.000 0.980
0.877 0.965
130.444 127.835
1.20 1.30 1.40 1.50 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.50 4.00 4.50 5.00
0.920 0.840 0.750 0.650 0.570 0.430 0.320 0.240 0.180 0.130 0.098 0.075 0.036 0.018 0.009 0.004
1.053 1.140 1.228 1.316 1.404 1.579 1.755 1.930 2.106 2.281 2.456 2.632 3.071 3.509 3.948 4.386
120.008 109.573 97.833 84.789 74.353 56.091 41.742 31.307 23.480 16.958 12.783 9.783 4.696 2.348 1.174 0.522
HIDROGRAMA ADIMENSIONAL
Caudal (m3/ s)
150.00
100.00
50.00
0.00 0.00
0.50
1.00
1.50
2.00
2.50
Tiempo (hrs)
3.00
3.50
4.00
4.50
5.00
1
19.84
2 3
25.17 26.22
4
29.60
5 6
29.74 30.76
7 8 9 10
30.77 31.57 32.12 32.17
11 12
32.87 34.14
13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50
34.44 36.13 40.72 42.39 47.39 47.82 48.79 49.11 49.24 51.94 52.32 57.42 60.20 61.54 64.84 64.87 68.97 69.07 70.23 71.26 78.83 80.90 81.40 82.36 84.11 85.26 85.49 86.83 88.47 88.98 91.16 92.00 95.70 97.99 98.48 109.11 120.01 130.44
NOMBRE Cuenca Hidrografica
1. Tiempo de concentracion (Formula de Kirpich): tc =
0.403
hr
2. Duracion en exceso (de): 𝑑�=2√𝑡�
de =
1.27
hr
3. Tiempo Pico (tp): 𝑡�= √𝑡�+0.6(𝑡�)
tp =
0.877
hr
4. Tiempo base (tb): 𝑡�=2.67(𝑡�)
tb =
2.34
hr
5. Caudal Pico (Qp): Qp =
130.444
t (hr) 0.00 0.88 2.34
Q(m3/s) 0.00 130.44 0.00
m3/s
H ID R OGR AMA T R IAN GU LAR - H U AN T A 170.00
130.44 120.00
Caudal (m3/s)
m
70.00
20.00
0.00
0.50
1.00
-30.00
1.50
2.00
2.50
Tiempo (hrs)
Tp=0.87
tb= 2.33
AREA
Longitud del cauce
Pendiente
A (km² ) 8.74
L (km) 3.85
S (m/m) 0.14
Tiempo de Concentración (hrs) Kirpich 0.40
Tiempo Duración en de exceso retardo tp (horas) de (horas) 0.24 1.26
Tiempo de Tiempo base Caudal pico Pico Tp (horas) 0.87
tb (horas) 2.33
Qp (m³/s) 130.44
130.44387 Coordenadas del hidrograma adimensional
Coordenadas del hidrograma de la estación
t/tp 0.00
Q/Qp 0.000
t 0.000
Q 0.000
0.10
0.015
0.088
1.957
0.20 0.30
0.075 0.160
0.175 0.263
9.783 20.871
0.40 0.50
0.280 0.430
0.351 0.439
36.524 56.091
0.60 0.70 0.80 0.90
0.600 0.770 0.890 0.970
0.526 0.614 0.702 0.790
78.266 100.442 116.095 126.531
1.00 1.10
1.000 0.980
0.877 0.965
130.444 127.835
1.20 1.30 1.40 1.50 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.50 4.00 4.50 5.00
0.920 0.840 0.750 0.650 0.570 0.430 0.320 0.240 0.180 0.130 0.098 0.075 0.036 0.018 0.009 0.004
1.053 1.140 1.228 1.316 1.404 1.579 1.755 1.930 2.106 2.281 2.456 2.632 3.071 3.509 3.948 4.386
120.008 109.573 97.833 84.789 74.353 56.091 41.742 31.307 23.480 16.958 12.783 9.783 4.696 2.348 1.174 0.522
HIDROGRAMA ADIMENSIONAL
Caudal (m3/ s)
150.00
100.00
50.00
0.00 0.00
0.50
1.00
1.50
2.00
2.50
Tiempo (hrs)
3.00
3.50
4.00
4.50
5.00
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