Science & Mathematics">
Hidrologia Cuenca 19
Hidrologia Cuenca 19
Hidrologia Cuenca 19
NIII
dif NIII
dif NII
100
100.00
98
99.00
1.00
96
99.00
0.00
94
98.00
1.00
92
97.00
1.00
90
96.00
1.00
88
95.00
1.00
86
94.00
1.00
84
93.00
1.00
82
92.00
1.00
80
91.00
1.00
78
90.00
1.00
76
89.00
1.00
74
88.00
1.00
2 88.6438625943
72
86.00
2.00
70
85.00
1.00
68
84.00
1.00
66
82.00
2.00
64
81.00
1.00
62
79.00
2.00
60
78.00
1.00
58
76.00
2.00
56
75.00
1.00
54
73.00
2.00
52
71.00
2.00
50
70.00
1.00
48
68.00
2.00
46
66.00
2.00
44
64.00
2.00
42
62.00
2.00
40
60.00
2.00
38
58.00
2.00
36
56.00
2.00
34
54.00
2.00
30
50.00
4.00
25
43.00
7.00
20
37.00
6.00
15
30.00
7.00
10
22.00
8.00
13.00
9.00
0
NIII= 88.6438625943
PRECIPITACIONES EN mm
400.00
350.00
300.00
250.00
TIEMPO EN HORAS
200.00
150.00
100.00
50.00
0.00
0
10
15
20
25
EL CUALE
0.575
M=
0.174
TR= 5 AOS
TIEMPO
PRECIP.
HRS
mm
1
97.52
2
110.03
3
118.08
4
124.14
5
129.06
6
133.23
12
150.32
24
169.60
0.04
56.01
0.01
46.03
M=
0.174
TR= 10 AOS
TIEMPO
PRECIP.
HRS
mm
1
113.61
2
128.18
3
137.56
4
144.63
5
150.36
6
155.21
12
175.12
24
197.58
0.04
65.25
0.01
53.63
M=
0.174
TR= 20 AOS
TIEMPO
PRECIP.
HRS
mm
1
129.20
2
145.78
3
156.44
4
164.48
5
170.99
6
176.51
12
199.15
24
224.70
0.04
74.21
0.01
60.99
M=
0.174
TR= 25 AOS
TIEMPO
PRECIP.
HRS
mm
1
134.40
2
151.64
3
162.73
4
171.09
5
177.87
6
183.61
12
207.16
24
233.74
0.04
77.19
0.01
63.44
M=
0.174
TR= 50 AOS
TIEMPO
PRECIP.
HRS
mm
1
147.43
2
166.34
3
178.51
4
187.68
5
195.12
6
201.41
12
227.25
24
256.40
M=
0.174
TR= 100 AOS
TIEMPO
PRECIP.
HRS
mm
1
160.93
2
181.57
3
194.85
4
204.86
5
212.98
6
219.85
12
248.05
24
279.87
M=
0.174
TR= 500 AOS
TIEMPO
PRECIP.
HRS
mm
1
188.99
2
213.24
3
228.83
4
240.59
5
250.12
6
258.19
12
291.31
24
328.68
M=
0.174
TR= 1000 AOS
TIEMPO
PRECIP.
HRS
mm
1
198.81
2
224.31
3
240.72
4
253.08
5
263.11
6
271.60
12
306.44
24
345.75
350.00
INTENSIDADES EN mm/hr
300.00
250.00
200.00
150.00
100.00
50.00
0.00
0
20
40
2
1000
60
80
DURACIONES EN MINUTOS
5
10
15
20
100
25
50
120
100
500
140
ESTACION:
PTR=2, 1hr=
EL CUALE
PTR=10, 1hr =
113.61 mm
F=
1.42
0 mm
PTR100, 24 hr =
279.87 mm
a=
38
PTR10, 24 hr =
197.58 mm
R= 0.575
TR
P24HR.
2
5
10
15
20
25
50
100
500
1000
0.00
169.60
197.58
0.00
224.70
233.74
256.40
279.87
328.68
345.75
PRECIPITACIONES EN mm
DURACIONES EN MINUTOS
5
15
30
45
60
90
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
120
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
FORMULA DE CHEN-LUNG-CHEN
TR
P24HR.
2
0.00
5
10
15
20
25
50
100
500
1000
169.60
197.58
0.00
224.70
233.74
256.40
279.87
328.68
345.75
PRECIPITACIONES EN mm
DURACIONES EN MINUTOS
5
15
30
45
60
24.16
47.97
90
120
65.14
74.97
81.70
90.82
97.08
92.49
105.75
113.51
119.01
123.28
136.54
149.80
180.59
193.84
100.80
115.25
123.70
129.69
134.35
148.80
163.24
196.79
211.24
112.06
128.12
137.51
144.18
149.35
165.42
181.48
218.78
234.84
119.77
136.94
146.99
154.11
159.64
176.81
193.98
233.85
251.02
b=
11
c= 0.85
TR
2
5
10
15
20
25
50
100
500
1000
P24HR.
0.00
169.60
197.58
0.00
224.70
233.74
256.40
279.87
328.68
345.75
PRECIPITACIONES EN mm
PONDERADO
DURACIONES EN MINUTOS
5
15
30
45
60
90
120
12.08 23.99 32.57 37.48 40.85 45.41 48.54
14.90 29.59 40.19 46.25 50.40 56.03 59.89
17.04 33.84 45.95 52.88 57.62 64.06 68.47
18.29 36.32 49.32 56.75 61.85 68.76 73.49
19.18 38.08 51.71 59.51 64.85 72.09 77.06
19.86 39.44 53.56 61.64 67.17 74.68 79.82
22.00 43.69 59.32 68.27 74.40 82.71 88.41
24.14 47.93 65.09 74.90 81.62 90.74 96.99
29.10 57.78 78.46 90.29 98.40 109.39 116.92
31.23 62.02 84.22 96.92 105.62 117.42 125.51
METODO
HIDROLOGICOS
I-PAI WU
D.M. GRAY
H. U. TRIANGULAR
EMPIRICOS
BURKLI-ZIEGLER
MAC-MATH
RACIONAL
ADOPTADO
METODO
HIDROLOGICOS
I-PAI WU
D.M. GRAY
H. U. TRIANGULAR
km2
m
horas
adim
%
%
500
17.653
4.627
1.548
1000
19.403
4.945
1.656
3.029
2.340
0.834
1.242
3.676
2.840
1.013
1.548
3.954
3.056
1.089
1.656
VOLUMENES DE ESCURRIMIENTO EN m3
RESULTADOS
PERIODO DE RETORNO (AOS)
5
10
20
25
50
100
107.168
159.065
215.559
235.564
287.984
519.908
417.749
528.715
639.485
676.968
771.936
871.590
1,449.731
1,815.067
2,176.268
2,297.995
2,605.890
2,928.325
500
473.004
1,082.067
3,607.652
1000
519.908
1,156.489
3,847.426
4.000
1.786
0.575
1.824
1.409
0.502
0.575
2.103
1.625
0.579
0.739
2.381
1.840
0.656
0.902
2.471
1.909
0.681
0.957
2.750
2.125
0.757
1.096
SUELO
URBANIZADA
NO URBANIZADA
SUMA
COMPLEJO HIDROLOGICO
AREA (Ha)
COMPLEJO
1.0206
78
0.379837
68
1.400437
PONDERADO
56.84
18.44
75.29
COEFICIENTE DE ESCURRIMIENTO
SUELO
AREA (Ha) NUMERO ESC. PONDERADO
URBANIZADA
1.0206
0.70
0.51
NO URBANIZADA
0.379837
0.15
0.04
SUMA
1.400437
0.55
129 m
KIRPICH
(hr)
0.00
0.00
0.00
0.01
0.01
0.00
0.00
0.01
0.04
TIEMPOS DE CONCENTRACION
ROWE
FAO
BASSO
(hr)
(hr)
(hr)
0.00
0.00
0.00
0.01
0.01
0.00
0.00
0.01
0.04
0.00
0.00
0.00
0.01
0.01
0.00
0.00
0.01
0.04
0.00
0.00
0.00
0.01
0.01
0.00
0.00
0.01
0.04
PROM.
(hr)
GRAY
Tr/Y
0.04
0.18
0.29
0.20
0.42
0.34
0.27
0.21
0.30
2.22
PENDIENTE
DIF. ELEV.
0.27168
ESTUDIO:
TIEMPO DE CONCENTRACION
DATOS:
LONG. DEL CAUCE PRINCIPAL (m) =
DESNIVEL TOPOGRAFICO (m) =
4.- BASSO
S=
Tc=.067*(L/S^.5)^.77
Tc=
Tc adoptado=
hrs.
0.04 hrs.
2.245309254
0.6
GASTO EN m3/s
0.5
0.4
0.3
0.2
0.1
0.0
0
6
H1
QTR= 5
8
10
TIEMPO EN HORAS
H2
H3
H4
12
H5
H6
14
H7
16
H8
18
0.01 km2
Tr =
PERDIDA MIN.=
5 AOS
P(24 hrs)=
169.60 mm
Pmin=
P(1 hr)/P(24hrs)=
0.58 adim.
Tconc. =
0.04 hrs
NII=
0.20 mm/hra.
SUELO TIPO=
16.67
75.29 adim.
TIEMPO
LLUVIA
INCREMENTO
INCREMENTO
LLUVIA
ESCURRIMIENTO
HRS.
TOTAL
DE LLUVIA
ORDENADO
ACUMULADA
ACUMULADO
INCREMENTO
TEORICA
INCREMENTO DE PERDIDA
REAL
CORECCION
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
ESCURRIM. 2
0-1
97.52
97.52
4.16
4.16
0.00
0.00
0.20
4.16
0.00
1-2
110.03
12.51
6.07
10.23
0.00
0.00
0.20
6.07
0.00
2-3
118.08
8.05
8.05
18.28
0.03
0.03
0.20
8.02
0.03
3-4
124.14
6.07
97.52
115.80
53.84
53.81
0.20
43.71
53.81
4-5
129.06
4.92
12.51
128.31
63.91
10.07
0.20
2.44
10.07
5-6
133.23
4.16
4.92
133.23
67.95
4.04
0.20
0.88
4.04
6-12
150.32
17.09
17.09
150.32
82.30
14.35
1.20
2.74
14.35
12-24
169.60
19.28
19.28
169.60
98.97
16.67
2.40
2.61
16.67
CALCULOS
TIEMPO (0-6 hrs)=
3.00
TP (hrs) =
0.27 TP (hrs) =
1.52 TP (hrs) =
3.02
Tb (hrs) =
0.73 Tb (hrs) =
4.06 Tb (hrs) =
8.07
qp (m /s/mm) =
0.01 qp (m /s/mm) =
0.00 qp (m /s/mm) =
0.00
T (12-24 hrs) =
6.00
TIEMPO
INCREMENTO
qp (1 mm)
Qi=Pe*qp
EN
DE LLUVIA
(M3/SEG/MM)
(M3/SEG)
HORAS
Pe (mm)
HORA DEL
HORA DEL
MAXIMO
FINAL
0-1
0.00
0.01
0.00
0.00
0.27
0.73
1-2
0.00
0.01
0.00
0.50
0.77
1.23
2-3
0.03
0.01
0.00
1.00
1.27
1.73
3-4
53.81
0.01
0.58
1.50
1.77
2.23
4-5
10.07
0.01
0.11
2.00
2.27
2.73
5-6
4.04
0.01
0.04
2.50
2.77
3.23
6-12
14.35
0.00
0.03
3.00
4.52
7.06
12-24
16.67
0.00
0.02
6.00
9.02
14.07
0.7
0.6
GASTO EN m3/s
0.5
0.4
0.3
0.2
0.1
0.0
0
6
H1
QTR= 10
8
10
TIEMPO EN HORAS
H2
H3
H4
12
H5
14
H6
H7
16
H8
18
AREA =
Tr =
PERDIDA MIN.=
10 AOS
P(24 hrs)=
197.58 mm
Pmin=
P(1 hr)/P(24hrs)=
0.58 adim.
Tconc. =
0.04 hrs
NII=
0.20 mm/hra.
SUELO TIPO=
16.67
75.29 adim.
TIEMPO
LLUVIA
INCREMENTO
INCREMENTO
LLUVIA
ESCURRIMIENTO
HRS.
TOTAL
DE LLUVIA
ORDENADO
ACUMULADA
ACUMULADO
INCREMENTO
TEORICA
INCREMENTO DE PERDIDA
REAL
CORECCION
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
ESCURRIM. 2
0-1
113.61
113.61
4.85
4.85
0.00
0.00
0.20
4.85
0.00
1-2
128.18
14.57
7.07
11.92
0.00
0.00
0.20
7.07
0.00
2-3
137.56
9.38
9.38
21.29
0.24
0.24
0.20
9.13
0.24
3-4
144.63
7.07
113.61
134.90
69.33
69.09
0.20
44.52
69.09
4-5
150.36
5.73
14.57
149.48
81.58
12.25
0.20
2.32
12.25
5-6
155.21
4.85
5.73
155.21
86.48
4.90
0.20
0.83
4.90
6-12
175.12
19.91
19.91
175.12
103.81
17.33
1.20
2.58
17.33
12-24
197.58
22.46
22.46
197.58
123.83
20.02
2.40
2.44
20.02
CALCULOS
TIEMPO (0-6 hrs)=
3.00
TP (hrs) =
0.27 TP (hrs) =
1.52 TP (hrs) =
3.02
Tb (hrs) =
0.73 Tb (hrs) =
4.06 Tb (hrs) =
8.07
qp (m /s/mm) =
0.01 qp (m /s/mm) =
0.00 qp (m /s/mm) =
0.00
T (12-24 hrs) =
6.00
TIEMPO
INCREMENTO
qp (1 mm)
Qi=Pe*qp
EN
DE LLUVIA
(M3/SEG/MM)
(M3/SEG)
HORAS
Pe (mm)
HORA DEL
HORA DEL
MAXIMO
FINAL
0-1
0.00
0.01
0.00
0.00
0.27
0.73
1-2
0.00
0.01
0.00
0.50
0.77
1.23
2-3
0.24
0.01
0.00
1.00
1.27
1.73
3-4
69.09
0.01
0.74
1.50
1.77
2.23
4-5
12.25
0.01
0.13
2.00
2.27
2.73
5-6
4.90
0.01
0.05
2.50
2.77
3.23
6-12
17.33
0.00
0.03
3.00
4.52
7.06
12-24
20.02
0.00
0.02
6.00
9.02
14.07
0.9
0.8
GASTO EN m3/s
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0.0
0
6
H1
QTR= 20
8
10
TIEMPO EN HORAS
H2
H3
H4
12
H5
H6
14
H7
16
H8
18
AREA =
Tr =
PERDIDA MIN.=
20 AOS
P(24 hrs)=
224.70 mm
Pmin=
P(1 hr)/P(24hrs)=
0.58 adim.
Tconc. =
0.04 hrs
NII=
0.20 mm/hra.
SUELO TIPO=
16.67
75.29 adim.
TIEMPO
LLUVIA
INCREMENTO
INCREMENTO
LLUVIA
ESCURRIMIENTO
HRS.
TOTAL
DE LLUVIA
ORDENADO
ACUMULADA
ACUMULADO
INCREMENTO
TEORICA
INCREMENTO DE PERDIDA
REAL
CORECCION
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
ESCURRIM. 2
0-1
129.20
129.20
5.52
5.52
0.00
0.00
0.20
5.52
0.00
1-2
145.78
16.57
8.04
13.55
0.00
0.00
0.20
8.04
0.00
2-3
156.44
10.66
10.66
24.22
0.63
0.63
0.20
10.04
0.63
3-4
164.48
8.04
129.20
153.42
84.95
84.32
0.20
44.88
84.32
4-5
170.99
6.52
16.57
169.99
99.31
14.36
0.20
2.21
14.36
5-6
176.51
5.52
6.52
176.51
105.04
5.73
0.20
0.79
5.73
6-12
199.15
22.64
22.64
199.15
125.25
20.21
1.20
2.43
20.21
12-24
224.70
25.55
25.55
224.70
148.51
23.26
2.40
2.29
23.15
CALCULOS
TIEMPO (0-6 hrs)=
3.00
TP (hrs) =
0.27 TP (hrs) =
1.52 TP (hrs) =
3.02
Tb (hrs) =
0.73 Tb (hrs) =
4.06 Tb (hrs) =
8.07
qp (m /s/mm) =
0.01 qp (m /s/mm) =
0.00 qp (m /s/mm) =
0.00
T (12-24 hrs) =
6.00
TIEMPO
INCREMENTO
qp (1 mm)
Qi=Pe*qp
EN
DE LLUVIA
(M3/SEG/MM)
(M3/SEG)
HORAS
Pe (mm)
HORA DEL
HORA DEL
MAXIMO
FINAL
0-1
0.00
0.01
0.00
0.00
0.27
0.73
1-2
0.00
0.01
0.00
0.50
0.77
1.23
2-3
0.63
0.01
0.01
1.00
1.27
1.73
3-4
84.32
0.01
0.90
1.50
1.77
2.23
4-5
14.36
0.01
0.15
2.00
2.27
2.73
5-6
5.73
0.01
0.06
2.50
2.77
3.23
6-12
20.21
0.00
0.04
3.00
4.52
7.06
12-24
23.15
0.00
0.02
6.00
9.02
14.07
1.0
GASTO EN m3/s
0.8
0.6
0.4
0.2
0.0
0
6
H1
QTR= 25
8
10
TIEMPO EN HORAS
H2
H3
H4
12
H5
H6
14
H7
16
H8
18
AREA =
Tr =
PERDIDA MIN.=
25 AOS
P(24 hrs)=
233.74 mm
P(1 hr)/P(24hrs)=
0.20 mm/hra.
SUELO TIPO=
Pmin=
16.67
0.58 adim.
Tconc. =
0.04 hrs
NII=
75.29 adim.
TIEMPO
LLUVIA
INCREMENTO
INCREMENTO
LLUVIA
ESCURRIMIENTO
HRS.
TOTAL
DE LLUVIA
ORDENADO
ACUMULADA
ACUMULADO
INCREMENTO
TEORICA
INCREMENTO DE PERDIDA
REAL
CORECCION
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
ESCURRIM. 2
0-1
134.40
134.40
5.74
5.74
0.00
0.00
0.20
5.74
0.00
1-2
151.64
17.24
8.36
14.10
0.00
0.00
0.20
8.36
0.00
2-3
162.73
11.09
11.09
25.19
0.79
0.79
0.20
10.30
0.79
3-4
171.09
8.36
134.40
159.59
90.26
89.47
0.20
44.93
89.47
4-5
177.87
6.78
17.24
176.83
105.33
15.07
0.20
2.17
15.07
5-6
183.61
5.74
6.78
183.61
111.33
6.01
0.20
0.77
6.01
6-12
207.16
23.55
23.55
207.16
132.50
21.17
1.20
2.39
21.17
12-24
233.74
26.58
26.58
233.74
156.83
24.33
2.40
2.25
24.18
CALCULOS
TIEMPO (0-6 hrs)=
3.00
TP (hrs) =
0.27 TP (hrs) =
1.52 TP (hrs) =
3.02
Tb (hrs) =
0.73 Tb (hrs) =
4.06 Tb (hrs) =
8.07
qp (m3/s/mm) =
0.01 qp (m3/s/mm) =
0.00 qp (m3/s/mm) =
0.00
TIEMPO
INCREMENTO
qp (1 mm)
Qi=Pe*qp
EN
DE LLUVIA
(M3/SEG/MM)
(M3/SEG)
HORAS
Pe (mm)
T (12-24 hrs) =
6.00
HORA DEL
HORA DEL
MAXIMO
FINAL
0-1
0.00
0.01
0.00
0.00
0.27
0.73
1-2
0.00
0.01
0.00
0.50
0.77
1.23
2-3
0.79
0.01
0.01
1.00
1.27
1.73
3-4
89.47
0.01
0.96
1.50
1.77
2.23
4-5
15.07
0.01
0.16
2.00
2.27
2.73
5-6
6.01
0.01
0.06
2.50
2.77
3.23
6-12
21.17
0.00
0.04
3.00
4.52
7.06
12-24
24.18
0.00
0.02
6.00
9.02
14.07
1.0
GASTO EN m3/s
0.8
0.6
0.4
0.2
0.0
0
6
H1
QTR= 50
8
10
TIEMPO EN HORAS
H2
H3
H4
12
H5
H6
14
H7
16
H8
18
AREA =
Tr =
PERDIDA MIN.=
50 AOS
P(24 hrs)=
256.40 mm
Pmin=
P(1 hr)/P(24hrs)=
0.58 adim.
Tconc. =
0.04 hrs
NII=
0.20 mm/hra.
SUELO TIPO=
16.67
75.29 adim.
TIEMPO
LLUVIA
INCREMENTO
INCREMENTO
LLUVIA
ESCURRIMIENTO
HRS.
TOTAL
DE LLUVIA
ORDENADO
ACUMULADA
ACUMULADO
INCREMENTO
TEORICA
INCREMENTO DE PERDIDA
REAL
CORECCION
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
ESCURRIM. 2
0-1
147.43
147.43
6.29
6.29
0.00
0.00
0.20
6.29
0.00
1-2
166.34
18.91
9.17
15.46
0.00
0.00
0.20
9.17
0.00
2-3
178.51
12.17
12.17
27.63
1.27
1.27
0.20
10.90
1.27
3-4
187.68
9.17
147.43
175.06
103.77
102.49
0.20
44.94
102.49
4-5
195.12
7.44
18.91
193.98
120.59
16.83
0.20
2.09
16.83
5-6
201.41
6.29
7.44
201.41
127.29
6.70
0.20
0.74
6.70
6-12
227.25
25.84
25.84
227.25
150.85
23.56
1.20
2.28
23.56
12-24
256.40
29.15
29.15
256.40
177.87
27.02
2.40
2.13
26.75
CALCULOS
TIEMPO (0-6 hrs)=
3.00
TP (hrs) =
0.27 TP (hrs) =
1.52 TP (hrs) =
3.02
Tb (hrs) =
0.73 Tb (hrs) =
4.06 Tb (hrs) =
8.07
qp (m /s/mm) =
0.01 qp (m /s/mm) =
0.00 qp (m /s/mm) =
0.00
T (12-24 hrs) =
6.00
TIEMPO
INCREMENTO
qp (1 mm)
Qi=Pe*qp
EN
DE LLUVIA
(M3/SEG/MM)
(M3/SEG)
HORAS
Pe (mm)
HORA DEL
HORA DEL
MAXIMO
FINAL
0-1
0.00
0.01
0.00
0.00
0.27
0.73
1-2
0.00
0.01
0.00
0.50
0.77
1.23
2-3
1.27
0.01
0.01
1.00
1.27
1.73
3-4
102.49
0.01
1.10
1.50
1.77
2.23
4-5
16.83
0.01
0.18
2.00
2.27
2.73
5-6
6.70
0.01
0.07
2.50
2.77
3.23
6-12
23.56
0.00
0.05
3.00
4.52
7.06
12-24
26.75
0.00
0.03
6.00
9.02
14.07
1.2
GASTO EN m3/s
1.0
0.8
0.6
0.4
0.2
0.0
0
6
H1
QTR= 100
8
10
TIEMPO EN HORAS
H2
H3
H4
12
H5
14
H6
H7
16
H8
18
AREA =
Tr =
PERDIDA MIN.=
100 AOS
P(24 hrs)=
279.87 mm
Pmin=
P(1 hr)/P(24hrs)=
0.58 adim.
Tconc. =
0.04 hrs
NII=
0.20 mm/hra.
SUELO TIPO=
16.67
75.29 adim.
TIEMPO
LLUVIA
INCREMENTO
INCREMENTO
LLUVIA
ESCURRIMIENTO
HRS.
TOTAL
DE LLUVIA
ORDENADO
ACUMULADA
ACUMULADO
INCREMENTO
TEORICA
INCREMENTO DE PERDIDA
REAL
CORECCION
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
ESCURRIM. 2
0-1
160.93
160.93
6.87
6.87
0.00
0.00
0.20
6.87
0.00
1-2
181.57
20.64
10.01
16.88
0.00
0.00
0.20
10.01
0.00
2-3
194.85
13.28
13.28
30.16
1.88
1.88
0.20
11.41
1.88
3-4
204.86
10.01
160.93
191.09
118.00
116.13
0.20
44.80
116.13
4-5
212.98
8.12
20.64
211.73
136.65
18.64
0.20
2.00
18.64
5-6
219.85
6.87
8.12
219.85
144.06
7.41
0.20
0.71
7.41
6-12
248.05
28.20
28.20
248.05
170.09
26.03
1.20
2.17
26.03
12-24
279.87
31.82
31.82
279.87
199.88
29.79
2.40
2.03
29.42
CALCULOS
TIEMPO (0-6 hrs)=
3.00
TP (hrs) =
0.27 TP (hrs) =
1.52 TP (hrs) =
3.02
Tb (hrs) =
0.73 Tb (hrs) =
4.06 Tb (hrs) =
8.07
qp (m /s/mm) =
0.01 qp (m /s/mm) =
0.00 qp (m /s/mm) =
0.00
T (12-24 hrs) =
6.00
TIEMPO
INCREMENTO
qp (1 mm)
Qi=Pe*qp
EN
DE LLUVIA
(M3/SEG/MM)
(M3/SEG)
HORAS
Pe (mm)
HORA DEL
HORA DEL
MAXIMO
FINAL
0-1
0.00
0.01
0.00
0.00
0.27
0.73
1-2
0.00
0.01
0.00
0.50
0.77
1.23
2-3
1.88
0.01
0.02
1.00
1.27
1.73
3-4
116.13
0.01
1.24
1.50
1.77
2.23
4-5
18.64
0.01
0.20
2.00
2.27
2.73
5-6
7.41
0.01
0.08
2.50
2.77
3.23
6-12
26.03
0.00
0.05
3.00
4.52
7.06
12-24
29.42
0.00
0.03
6.00
9.02
14.07
1.6
1.4
GASTO EN m3/s
1.2
1.0
0.8
0.6
0.4
0.2
0.0
0
6
H1
QTR= 500
8
10
TIEMPO EN HORAS
H2
H3
H4
12
H5
14
H6
H7
16
H8
18
AREA =
Tr =
PERDIDA MIN.=
500 AOS
P(24 hrs)=
328.68 mm
Pmin=
P(1 hr)/P(24hrs)=
0.58 adim.
Tconc. =
0.04 hrs
NII=
0.20 mm/hra.
SUELO TIPO=
16.67
75.29 adim.
TIEMPO
LLUVIA
INCREMENTO
INCREMENTO
LLUVIA
ESCURRIMIENTO
HRS.
TOTAL
DE LLUVIA
ORDENADO
ACUMULADA
ACUMULADO
INCREMENTO
TEORICA
INCREMENTO DE PERDIDA
REAL
CORECCION
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
ESCURRIM. 2
0-1
188.99
188.99
8.07
8.07
0.00
0.00
0.20
8.07
0.00
1-2
213.24
24.24
11.76
19.82
0.11
0.11
0.20
11.64
0.11
2-3
228.83
15.60
15.60
35.42
3.44
3.33
0.20
12.27
3.33
3-4
240.59
11.76
188.99
224.41
148.24
144.80
0.20
44.19
144.80
4-5
250.12
9.53
24.24
248.66
170.65
22.41
0.20
1.84
22.41
5-6
258.19
8.07
9.53
258.19
179.54
8.89
0.20
0.65
8.89
6-12
291.31
33.12
33.12
291.31
210.68
31.14
1.20
1.98
31.14
12-24
328.68
37.37
37.37
328.68
246.21
35.53
2.40
1.84
34.97
CALCULOS
TIEMPO (0-6 hrs)=
3.00
TP (hrs) =
0.27 TP (hrs) =
1.52 TP (hrs) =
3.02
Tb (hrs) =
0.73 Tb (hrs) =
4.06 Tb (hrs) =
8.07
qp (m /s/mm) =
0.01 qp (m /s/mm) =
0.00 qp (m /s/mm) =
0.00
T (12-24 hrs) =
6.00
TIEMPO
INCREMENTO
qp (1 mm)
Qi=Pe*qp
EN
DE LLUVIA
(M3/SEG/MM)
(M3/SEG)
HORAS
Pe (mm)
HORA DEL
HORA DEL
MAXIMO
FINAL
0-1
0.00
0.01
0.00
0.00
0.27
0.73
1-2
0.11
0.01
0.00
0.50
0.77
1.23
2-3
3.33
0.01
0.04
1.00
1.27
1.73
3-4
144.80
0.01
1.55
1.50
1.77
2.23
4-5
22.41
0.01
0.24
2.00
2.27
2.73
5-6
8.89
0.01
0.09
2.50
2.77
3.23
6-12
31.14
0.00
0.06
3.00
4.52
7.06
12-24
34.97
0.00
0.03
6.00
9.02
14.07
1.6
1.4
GASTO EN m3/s
1.2
1.0
0.8
0.6
0.4
0.2
0.0
0
6
H1
QTR= 1000
8
10
TIEMPO EN HORAS
H2
H3
H4
12
H5
14
H6
H7
16
H8
18
AREA =
Tr =
PERDIDA MIN.=
1000 AOS
P(24 hrs)=
345.75 mm
P(1 hr)/P(24hrs)=
0.20 mm/hra.
SUELO TIPO=
Pmin=
16.67
0.58 adim.
Tconc. =
0.04 hrs
NII=
75.29 adim.
TIEMPO
LLUVIA
INCREMENTO
INCREMENTO
LLUVIA
ESCURRIMIENTO
HRS.
TOTAL
DE LLUVIA
ORDENADO
ACUMULADA
ACUMULADO
INCREMENTO
TEORICA
INCREMENTO DE PERDIDA
REAL
CORECCION
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
ESCURRIM. 2
0-1
198.81
198.81
8.49
8.49
0.00
0.00
0.20
8.49
0.00
1-2
224.31
25.50
12.37
20.85
0.20
0.20
0.20
12.17
0.20
2-3
240.72
16.41
16.41
37.26
4.08
3.88
0.20
12.53
3.88
3-4
253.08
12.37
198.81
236.07
158.98
154.90
0.20
43.90
154.90
4-5
263.11
10.03
25.50
261.57
182.70
23.72
0.20
1.78
23.72
5-6
271.60
8.49
10.03
271.60
192.10
9.40
0.20
0.63
9.40
6-12
306.44
34.84
34.84
306.44
225.02
32.92
1.20
1.92
32.92
12-24
345.75
39.31
39.31
345.75
262.56
37.54
2.40
1.78
36.91
CALCULOS
TIEMPO (0-6 hrs)=
3.00
TP (hrs) =
0.27 TP (hrs) =
1.52 TP (hrs) =
3.02
Tb (hrs) =
0.73 Tb (hrs) =
4.06 Tb (hrs) =
8.07
qp (m3/s/mm) =
0.01 qp (m3/s/mm) =
0.00 qp (m3/s/mm) =
0.00
TIEMPO
INCREMENTO
qp (1 mm)
Qi=Pe*qp
EN
DE LLUVIA
(M3/SEG/MM)
(M3/SEG)
HORAS
Pe (mm)
T (12-24 hrs) =
6.00
HORA DEL
HORA DEL
MAXIMO
FINAL
0-1
0.00
0.01
0.00
0.00
0.27
0.73
1-2
0.20
0.01
0.00
0.50
0.77
1.23
2-3
3.88
0.01
0.04
1.00
1.27
1.73
3-4
154.90
0.01
1.66
1.50
1.77
2.23
4-5
23.72
0.01
0.25
2.00
2.27
2.73
5-6
9.40
0.01
0.10
2.50
2.77
3.23
6-12
32.92
0.00
0.06
3.00
4.52
7.06
12-24
36.91
0.00
0.04
6.00
9.02
14.07
I) DATOS:
AREA= 0.014004 km2
LONGITUD=
0.12905 km
PENDIENTE= 24.322288 %
N=
75.3 Adim.
N Humeda =
88.6 Adim.
2) CALCULO DE tr y Y
( tr / y )=
0.92
tr=
0.04 hrs
Y=
2.71
3) TR Y LLUVIA DE DISEO
TR=
5 AOS
Prec 24 hr=
169.60 mm
Prec 1 hr=
97.52 mm
(P)d Y Tr=
56.01 mm
PE=
29.87 mm
(T/Tr)
0.000
0.125
0.375
0.625
0.875
1.000
1.125
1.375
1.625
1.875
2.125
2.375
2.625
2.875
3.125
3.375
3.625
3.875
4.125
4.375
4.625
4.875
5.125
5.375
5.625
Tr* (T/Tr)
0.000
0.005
0.016
0.026
0.036
0.041
0.047
0.057
0.067
0.078
0.088
0.098
0.109
0.119
0.129
0.140
0.150
0.160
0.171
0.181
0.191
0.202
0.212
0.222
0.233
%Q/.25Tr
0.0
0.6
6.1
12.3
15.6
15.9
15.6
13.7
10.9
8.2
5.8
4.0
2.7
1.7
1.1
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
Q
m3/s
0.0
0.1
0.7
1.4
1.7
1.8
1.8
1.5
1.2
0.9
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM.
m3
0
1
14
38
58
33
33
61
51
40
29
21
14
9
6
4
2
1
1
1
0
0
0
0
0
I) DATOS:
AREA= 0.014004 km2
LONGITUD=
0.12905 km
PENDIENTE= 24.322288 %
N=
75.3 Adim.
N Humeda =
88.6 Adim.
2) CALCULO DE tr y Y
( tr / y )=
0.92
tr=
0.04 hrs
Y=
2.71
3) TR Y LLUVIA DE DISEO
TR=
10 AOS
Prec 24 hr=
197.58 mm
Prec 1 hr=
113.61 mm
(P)d Y Tr=
65.25 mm
PE=
37.80 mm
(T/Tr)
0.000
0.125
0.375
0.625
0.875
1.000
1.125
1.375
1.625
1.875
2.125
2.375
2.625
2.875
3.125
3.375
3.625
3.875
4.125
4.375
4.625
4.875
5.125
5.375
5.625
Tr* (T/Tr)
0.000
0.005
0.016
0.026
0.036
0.041
0.047
0.057
0.067
0.078
0.088
0.098
0.109
0.119
0.129
0.140
0.150
0.160
0.171
0.181
0.191
0.202
0.212
0.222
0.233
%Q/.25Tr
0.0
0.6
6.1
12.3
15.6
15.9
15.6
13.7
10.9
8.2
5.8
4.0
2.7
1.7
1.1
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
QI
m3/s
0.0
0.1
0.9
1.7
2.2
2.3
2.2
1.9
1.5
1.2
0.8
0.6
0.4
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM
m3
0
1
18
49
74
42
42
77
65
50
37
26
18
12
7
5
3
2
1
1
0
0
0
0
0
I) DATOS:
AREA= 0.014004 km2
LONGITUD=
0.12905 km
PENDIENTE= 24.322288 %
N=
75.3 Adim.
N Humeda =
88.6 Adim.
2) CALCULO DE tr y Y
( tr / y )=
0.92
tr=
0.04 hrs
Y=
2.71
3) TR Y LLUVIA DE DISEO
TR=
20 AOS
Prec 24 hr=
224.70 mm
Prec 1 hr=
129.20 mm
(P)d Y Tr=
74.21 mm
PE=
45.72 mm
(T/Tr)
0.000
0.125
0.375
0.625
0.875
1.000
1.125
1.375
1.625
1.875
2.125
2.375
2.625
2.875
3.125
3.375
3.625
3.875
4.125
4.375
4.625
4.875
5.125
5.375
5.625
Tr* (T/Tr)
0.000
0.005
0.016
0.026
0.036
0.041
0.047
0.057
0.067
0.078
0.088
0.098
0.109
0.119
0.129
0.140
0.150
0.160
0.171
0.181
0.191
0.202
0.212
0.222
0.233
%Q/.25Tr
0.0
0.6
6.1
12.3
15.6
15.9
15.6
13.7
10.9
8.2
5.8
4.0
2.7
1.7
1.1
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
QI
m3/s
0.0
0.1
1.0
2.1
2.7
2.7
2.7
2.3
1.9
1.4
1.0
0.7
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM
m3
0
1
21
59
89
50
50
94
79
61
45
31
21
14
9
6
4
2
1
1
0
0
0
0
0
I) DATOS:
AREA= 0.014004 km2
LONGITUD=
0.12905 km
PENDIENTE= 24.322288 %
N=
75.3 Adim.
N Humeda =
88.6 Adim.
2) CALCULO DE tr y Y
( tr / y )=
0.92
tr=
0.04 hrs
Y=
2.71
3) TR Y LLUVIA DE DISEO
TR=
25 AOS
Prec 24 hr=
233.74 mm
Prec 1 hr=
134.40 mm
(P)d Y Tr=
77.19 mm
PE=
48.40 mm
(T/Tr)
0.000
0.125
0.375
0.625
0.875
1.000
1.125
1.375
1.625
1.875
2.125
2.375
2.625
2.875
3.125
3.375
3.625
3.875
4.125
4.375
4.625
4.875
5.125
5.375
5.625
Tr* (T/Tr)
0.000
0.005
0.016
0.026
0.036
0.041
0.047
0.057
0.067
0.078
0.088
0.098
0.109
0.119
0.129
0.140
0.150
0.160
0.171
0.181
0.191
0.202
0.212
0.222
0.233
%Q/.25Tr
0.0
0.6
6.1
12.3
15.6
15.9
15.6
13.7
10.9
8.2
5.8
4.0
2.7
1.7
1.1
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
Q
m3/s
0.0
0.1
1.1
2.2
2.8
2.9
2.8
2.5
2.0
1.5
1.1
0.7
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM
m3
0
1
23
62
94
53
53
99
83
65
47
33
23
15
10
6
4
2
1
1
0
0
0
0
0
I) DATOS:
AREA= 0.014004 km2
LONGITUD=
0.12905 km
PENDIENTE= 24.322288 %
N=
75.3 Adim.
N Humeda =
88.6 Adim.
2) CALCULO DE tr y Y
( tr / y )=
0.92
tr=
0.04 hrs
Y=
2.71
3) TR Y LLUVIA DE DISEO
TR=
50 AOS
Prec 24 hr=
256.40 mm
Prec 1 hr=
147.43 mm
(P)d Y Tr=
84.68 mm
PE=
55.19 mm
(T/Tr)
0.000
0.125
0.375
0.625
0.875
1.000
1.125
1.375
1.625
1.875
2.125
2.375
2.625
2.875
3.125
3.375
3.625
3.875
4.125
4.375
4.625
4.875
5.125
5.375
5.625
Tr* (T/Tr)
0.000
0.005
0.016
0.026
0.036
0.041
0.047
0.057
0.067
0.078
0.088
0.098
0.109
0.119
0.129
0.140
0.150
0.160
0.171
0.181
0.191
0.202
0.212
0.222
0.233
%Q/.25Tr
0.0
0.6
6.1
12.3
15.6
15.9
15.6
13.7
10.9
8.2
5.8
4.0
2.7
1.7
1.1
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
Q
m3/s
0.0
0.1
1.3
2.6
3.2
3.3
3.2
2.8
2.3
1.7
1.2
0.8
0.6
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM
m3
0
1
26
71
108
61
61
113
95
74
54
38
26
17
11
7
4
3
2
1
1
0
0
0
0
I) DATOS:
AREA= 0.014004 km2
LONGITUD=
0.12905 km
PENDIENTE= 24.322288 %
N=
75.3 Adim.
N Humeda =
88.6 Adim.
2) CALCULO DE tr y Y
( tr / y )=
0.92
tr=
0.04 hrs
Y=
2.71
3) TR Y LLUVIA DE DISEO
TR=
100 AOS
Prec 24 hr=
279.87 mm
Prec 1 hr=
160.93 mm
(P)d Y Tr=
92.43 mm
PE=
62.32 mm
(T/Tr)
0.000
0.125
0.375
0.625
0.875
1.000
1.125
1.375
1.625
1.875
2.125
2.375
2.625
2.875
3.125
3.375
3.625
3.875
4.125
4.375
4.625
4.875
5.125
5.375
5.625
Tr* (T/Tr)
0.000
0.005
0.016
0.026
0.036
0.041
0.047
0.057
0.067
0.078
0.088
0.098
0.109
0.119
0.129
0.140
0.150
0.160
0.171
0.181
0.191
0.202
0.212
0.222
0.233
%Q/.25Tr
0.0
0.6
6.1
12.3
15.6
15.9
15.6
13.7
10.9
8.2
5.8
4.0
2.7
1.7
1.1
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
Q
m3/s
0.0
0.1
1.4
2.9
3.6
3.7
3.7
3.2
2.6
1.9
1.4
0.9
0.6
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM
m3
0
1
29
80
121
69
69
128
107
83
61
43
29
19
12
8
5
3
2
1
1
0
0
0
0
I) DATOS:
AREA= 0.014004 km2
LONGITUD=
0.12905 km
PENDIENTE= 24.322288 %
N=
75.3 Adim.
N Humeda =
88.6 Adim.
2) CALCULO DE tr y Y
( tr / y )=
0.92
tr=
0.04 hrs
Y=
2.71
3) TR Y LLUVIA DE DISEO
TR=
500 AOS
Prec 24 hr=
328.68 mm
Prec 1 hr=
188.99 mm
(P)d Y Tr=
108.55 mm
PE=
77.37 mm
(T/Tr)
0.000
0.125
0.375
0.625
0.875
1.000
1.125
1.375
1.625
1.875
2.125
2.375
2.625
2.875
3.125
3.375
3.625
3.875
4.125
4.375
4.625
4.875
5.125
5.375
5.625
Tr* (T/Tr)
0.000
0.005
0.016
0.026
0.036
0.041
0.047
0.057
0.067
0.078
0.088
0.098
0.109
0.119
0.129
0.140
0.150
0.160
0.171
0.181
0.191
0.202
0.212
0.222
0.233
%Q/.25Tr
0.0
0.6
6.1
12.3
15.6
15.9
15.6
13.7
10.9
8.2
5.8
4.0
2.7
1.7
1.1
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
Q
m3/s
0.0
0.2
1.8
3.6
4.5
4.6
4.5
4.0
3.2
2.4
1.7
1.2
0.8
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM
m3
0
2
36
99
151
85
85
158
133
103
76
53
36
24
15
10
6
4
2
1
1
0
0
0
0
I) DATOS:
AREA= 0.014004 km2
LONGITUD=
0.12905 km
PENDIENTE= 24.322288 %
N=
75.3 Adim.
N Humeda =
88.6 Adim.
2) CALCULO DE tr y Y
( tr / y )=
0.92
tr=
0.04 hrs
Y=
2.71
3) TR Y LLUVIA DE DISEO
TR=
1000 AOS
Prec 24 hr=
345.75 mm
Prec 1 hr=
198.81 mm
(P)d Y Tr=
114.18 mm
PE=
82.69 mm
(T/Tr)
0.000
0.125
0.375
0.625
0.875
1.000
1.125
1.375
1.625
1.875
2.125
2.375
2.625
2.875
3.125
3.375
3.625
3.875
4.125
4.375
4.625
4.875
5.125
5.375
5.625
Tr* (T/Tr)
0.000
0.005
0.016
0.026
0.036
0.041
0.047
0.057
0.067
0.078
0.088
0.098
0.109
0.119
0.129
0.140
0.150
0.160
0.171
0.181
0.191
0.202
0.212
0.222
0.233
%Q/.25Tr
0.0
0.6
6.1
12.3
15.6
15.9
15.6
13.7
10.9
8.2
5.8
4.0
2.7
1.7
1.1
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
Q
m3/s
0.0
0.2
1.9
3.8
4.8
4.9
4.8
4.2
3.4
2.5
1.8
1.2
0.8
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM
m3
0
2
39
106
161
91
91
169
142
110
81
57
39
25
16
10
6
4
2
1
1
1
0
0
0
QI
m3/s
0.00
0.0
0.0
0.4
2.5
4.0
2.8
1.1
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM.
m3
0
0
0
2
14
31
33
19
7
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QI
m3/s
0.00
0.0
0.0
0.6
3.7
5.9
4.1
1.6
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM.
m3
0
0
0
3
21
46
49
28
10
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QI
m3/s
0.00
0.0
0.0
0.8
5.0
8.0
5.6
2.2
0.6
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM.
m3
0
0
0
4
28
63
66
38
13
3
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QI
m3/s
0.00
0.0
0.0
0.9
5.5
8.8
6.1
2.4
0.6
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM.
m3
0
0
0
4
31
69
72
41
14
3
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QI
m3/s
0.00
0.0
0.0
1.1
6.7
10.7
7.5
2.9
0.7
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM.
m3
0
0
0
5
38
84
88
50
18
4
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QI
m3/s
0.00
0.0
0.0
1.3
8.0
12.9
9.0
3.5
0.9
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM.
m3
0
0
0
6
45
101
106
60
21
5
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QI
m3/s
0.00
0.0
0.0
1.8
11.0
17.7
12.3
4.8
1.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM.
m3
0
0
0
9
62
138
145
82
29
7
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QI
m3/s
0.00
0.0
0.0
2.0
12.0
19.4
13.5
5.2
1.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
VOLUM.
m3
0
0
0
10
68
152
159
90
32
8
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9.00
8.00
GASTO EN m3/s
7.00
6.00
5.00
4.00
3.00
2.00
1.00
0.00
0.00
0.10
0.20
0.30
0.40
TR=5
0.50
TIEMPO EN HORAS
TR=10
0.60
TR=20
0.70
TR=25
0.80
0.90
1.00
GASTO EN m3/s
20.00
15.00
10.00
5.00
0.00
0.00
0.10
0.20
0.30
0.40
TR=50
0.50
TIEMPO EN HORAS
TR=100
0.60
TR=500
0.70
TR=1000
0.80
0.90
1.00
3.0
GASTO EN m3/s
2.5
2.0
1.5
1.0
0.5
0.0
0.0
0.1
0.1
0.2
0.2
TIEMPO EN HORAS
TR=5
TR=10
TR=20
TR=25
0.3
5.0
GASTO EN m3/s
4.0
3.0
2.0
1.0
0.0
0.0
0.1
0.1
0.2
0.2
TIEMPO EN HORAS
TR=50
TR=100
TR=500
TR=1000
0.3
TIEMPO
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
TR=5
0.0
0.1
0.7
1.4
1.7
1.8
1.8
1.5
1.2
0.9
0.7
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TR=10
0.0
0.1
0.9
1.7
2.2
2.3
2.2
1.9
1.5
1.2
0.8
0.6
0.4
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
HIDROGRAMA DE D. M. GRAY
TR=20
TR=25
TR=50
0.0
0.0
0.0
0.1
0.1
0.1
1.0
1.1
1.3
2.1
2.2
2.6
2.7
2.8
3.2
2.7
2.9
3.3
2.7
2.8
3.2
2.3
2.5
2.8
1.9
2.0
2.3
1.4
1.5
1.7
1.0
1.1
1.2
0.7
0.7
0.8
0.5
0.5
0.6
0.3
0.3
0.4
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TR=100
0.0
0.1
1.4
2.9
3.6
3.7
3.7
3.2
2.6
1.9
1.4
0.9
0.6
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TR=500
0.0
0.2
1.8
3.6
4.5
4.6
4.5
4.0
3.2
2.4
1.7
1.2
0.8
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TR=1000
0.0
0.2
1.9
3.8
4.8
4.9
4.8
4.2
3.4
2.5
1.8
1.2
0.8
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
TIEMPO
0.00
0.20
0.27
0.60
0.77
1.00
1.20
1.27
1.60
1.77
2.00
2.20
2.27
2.60
2.77
3.00
3.20
3.40
3.60
3.80
4.00
4.20
4.40
4.52
4.80
5.00
5.20
5.40
5.60
5.80
6.00
6.20
6.40
TR=5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.21
0.58
0.29
0.11
0.11
0.05
0.04
0.02
0.01
0.01
0.01
0.01
0.02
0.02
0.03
0.03
0.02
0.02
0.02
0.02
0.02
0.01
0.01
0.01
0.01
TR=500
0.00
0.00
0.00
0.00
0.00
0.00
0.03
0.04
0.58
1.55
0.77
0.27
0.24
0.10
0.09
0.05
0.01
0.02
0.02
0.03
0.04
0.05
0.05
0.06
0.05
0.05
0.04
0.04
0.03
0.03
0.02
0.02
0.02
TR=1000
0.00
0.00
0.00
0.00
0.00
0.00
0.03
0.04
0.62
1.66
0.83
0.29
0.25
0.11
0.10
0.05
0.01
0.02
0.02
0.03
0.04
0.05
0.06
0.06
0.06
0.05
0.05
0.04
0.04
0.03
0.03
0.02
0.02
TIEMPO
6.60
6.80
7.00
7.20
7.40
7.60
7.80
8.00
8.20
MAX
TR=5
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.58
TR=500
0.02
0.02
0.01
0.01
0.02
0.02
0.02
0.02
0.02
1.55
TR=1000
0.02
0.02
0.01
0.01
0.02
0.02
0.02
0.02
0.03
1.66
ESTUDIO:
MUNICIPIO:
ESTADO:
ARROYO:
METODOS EMPIRICOS
PROYECTO URBANO ORIENTE UNO CUENCA 19
PTO. VALLARTA
JALISCO
AFLUENTE 19
FORMULA DE MCMATH
Q= 0.00278*C*I*A0.8S0.2
FORMULA DE BURKLI-ZIEGLER
Q=0.00278*C*I*A3/4*S1/4
TIEMPO DE CONCENTRAC=
DURACION ADOPTADA=
PERIODO
DE RETORNO
5 AOS=
10 AOS=
20 AOS=
25 AOS=
50 AOS=
100 AOS=
500 AOS=
1000 AOS=
PERIODO
DE RETORNO
5 AOS=
10 AOS=
20 AOS=
25 AOS=
50 AOS=
100 AOS=
500 AOS=
1000 AOS=
PERIODO
DE RETORNO
5 AOS=
10 AOS=
20 AOS=
25 AOS=
50 AOS=
100 AOS=
500 AOS=
1000 AOS=
2.25 min.
5.00 min.
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
FORMULA DE MCMATH
A (Ha.) I (mm/hr) S (millar) GASTO(m3/s)
1.4
234.30 243.2229
1.41
1.4
270.10 243.2229
1.62
1.4
305.90 243.2229
1.84
1.4
317.43 243.2229
1.91
1.4
353.23 243.2229
2.12
1.4
389.04 243.2229
2.34
1.4
472.17 243.2229
2.84
1.4
507.97 243.2229
3.06
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
FORMULA DE BURKLI-ZIEGLER
A (Ha) I (mm/hr)
S
GASTO(m3/s)
1.4
234.30 243.2229
1.82
1.4
270.10 243.2229
2.10
1.4
305.90 243.2229
2.38
1.4
317.43 243.2229
2.47
1.4
353.23 243.2229
2.75
1.4
389.04 243.2229
3.03
1.4
472.17 243.2229
3.68
1.4
507.97 243.2229
3.95
Ce
Ce
Ce
FORMULA RACIONAL
A (Ha) I (mm/hr) Q (m3/s)
0.55
1.4
234.30
0.50
0.55
1.4
270.10
0.58
0.55
1.4
305.90
0.66
0.55
1.4
317.43
0.68
0.55
1.4
353.23
0.76
0.55
1.4
389.04
0.83
0.55
1.4
472.17
1.01
0.55
1.4
507.97
1.09