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1) hallamos periodo de retorno
N R T50 0.5 72.635907310 0.1 95.413093850 0.1 475.061255
A HasI mm/h
Tiempo Precipitación Precipitación
Hora Intervalo(min) Acumulado Parcial Acumulada
h min min mm
15:00:00 p.m.
16:48:00 p.m. 108 108 0.50 0.50
17:10 p.m. 22 130 10.00 10.50
17:20:00 p.m. 10 140 15.00 25.50
17:36:00 p.m. 16 156 8.00 33.50
18:50:00 p.m. 74 230 6.00 39.50
19:28:00 p.m. 38 268 3.00 42.50
20:00
2)ORDENAMOS LAS INTESIDADES DE MAYOR A MENOR
INTENS ORD INTERVALOS minutos de tab0.28 90.00 10 i5
27.27 30.00 16 i1090.00 27.27 22 i4530.00 4.74 38 i120
4.86 4.74 744.74 0.28 108
3) tabla comletaduracion en minutos
Año 5 10 451990 96 54 141991 90 48 28
N
tR
111 N R
T
11
1
360
CIAQ
n
m
d
kTi
1992 150 93 331993 90 66 251994 68 41 131995 118 70 271996 40 20 101997 162 111 511998 96 60 271999 120 105 25
4) tabla ordenada en el minuto 5 por ser el 1er minutoduracion en minutos
Año 5 10 45 1201990 162 111 51 401991 150 105 33 241992 120 93 28 18.3157894741993 118 70 27 151994 96 66 27 151995 96 60 25 131996 90 54 25 111997 90 48 14 101998 68 41 13 81999 40 20 10 7
5) tabla
i T d logi logT
Y X1
1990
162.00 11.00 5.00 2.21 1.04
111.00 11.00 10.00 2.05 1.04
51.00 11.00 45.00 1.71 1.04
40.00 11.00 120.00 1.60 1.04
1991
150.00 5.50 5.00 2.18 0.74
105.00 5.50 10.00 2.02 0.74
33.00 5.50 45.00 1.52 0.74
24.00 5.50 120.00 1.38 0.74
1992
120.00 3.67 5.00 2.08 0.56
93.00 3.67 10.00 1.97 0.56
28.00 3.67 45.00 1.45 0.56
18.32 3.67 120.00 1.26 0.56
1993
118.00 2.75 5.00 2.07 0.44
70.00 2.75 10.00 1.85 0.44
27.00 2.75 45.00 1.43 0.44
15.00 2.75 120.00 1.18 0.44
1994
96.00 2.20 5.00 1.98 0.34
66.00 2.20 10.00 1.82 0.34
27.00 2.20 45.00 1.43 0.34
15.00 2.20 120.00 1.18 0.34
1995
96.00 1.83 5.00 1.98 0.26
60.00 1.83 10.00 1.78 0.26
25.00 1.83 45.00 1.40 0.26
13.00 1.83 120.00 1.11 0.26
1996
90.00 1.57 5.00 1.95 0.20
54.00 1.57 10.00 1.73 0.20
25.00 1.57 45.00 1.40 0.20
11.00 1.57 120.00 1.04 0.20
1997
90.00 1.38 5.00 1.95 0.14
48.00 1.38 10.00 1.68 0.14
14.00 1.38 45.00 1.15 0.14
10.00 1.38 120.00 1.00 0.14
1998
68.00 1.22 5.00 1.83 0.09
41.00 1.22 10.00 1.61 0.09
13.00 1.22 45.00 1.11 0.09
8.00 1.22 120.00 0.90 0.09
1999
40.00 1.10 5.00 1.60 0.04
20.00 1.10 10.00 1.30 0.04
10.00 1.10 45.00 1.00 0.04
1999
7.00 1.10 120.00 0.85 0.04
62.74 15.42
Sumatoria Y X1
a0 a1 a2Sumatoria y n x1 x2
62.74 40 15.42 54.31
x1y x1 x12 x1x226.33 15.42 9.59 20.93
x2y x2 x1x2 x2278.06 54.31 20.93 85.45
a0 a1 a22.1698056 0.5891182 -0.61001672
m 0.5891182n 0.6100167K 147.84463
cuando me dan cotas para hallar pendiente
26502213.5 436.5
L 14500 m (dato)
S 0.0301034483 m/mTc 4.4547552642 hd 267.28531585 minI 61.058811266 mm/hI 272.00206091 mm
c 0.4i 61.058811266 mm/hA 1200 ha
Q 81.411748354 m3/s
Intensidad-Duracion-Tiempo de Retorno
d T T T Tmin años años años años
2 5 10 505 83 143 215 555
10 55 94 141 36415 43 73 110 28430 28 48 72 18660 18 31 47 122120 12 21 31 80180 9 16 24 62360 6 11 16 41
1440 3 5 7 18Intensidad mm/h
Precipitación-Duración-Tiempo de Retorno
d T T T T
360
CIAQ
min años años años años
2 5 10 50
5 6.94 11.91 17.92 46.25
10 9.10 15.61 23.48 60.61
15 10.66 18.28 27.51 70.99
30 13.97 23.96 36.04 93.03
60 18.30 31.40 47.23 121.90
120 23.98 41.14 61.89 159.73
180 28.09 48.19 72.49 187.10
360 36.81 63.15 94.99 245.17
1440 63.20 108.43 163.11 420.98
Precipitación mm
otros datos
R N T0.6513215599 10 100.1829271931 10 500.1000122411 50 4750.0500143196 50 9750.0050002396 50 99750.0999622737 100 9500.0100004163 100 9950
1)HALLAMOS LA INTENSIDAD
Intensidad
(mm/h)
0.28
27.27
90.00
30.00
4.86
4.74
in(datos para completar en tabla)9096
43.393939393918.3157894737
120 numero T7 1 11
24 2 5.5
13 3 3.666666666715 4 2.75
8 5 2.211 6 1.8333333333
18.3157894737 7 1.571428571440 8 1.37515 9 1.222222222210 10 1.1
numero T1 112 5.53 3.66666666674 2.755 2.26 1.83333333337 1.57142857148 1.3759 1.2222222222
10 1.1
logd
X2 X1X2
0.70 1.08 0.49 0.73
1.00 1.08 1.00 1.04
1.65 1.08 2.73 1.72
2.08 1.08 4.32 2.17
0.70 0.55 0.49 0.52
1.00 0.55 1.00 0.74
1.65 0.55 2.73 1.22
2.08 0.55 4.32 1.54
0.70 0.32 0.49 0.39
1.00 0.32 1.00 0.56
1.65 0.32 2.73 0.93
2.08 0.32 4.32 1.17
0.70 0.19 0.49 0.31
1.00 0.19 1.00 0.44
1.65 0.19 2.73 0.73
2.08 0.19 4.32 0.91
0.70 0.12 0.49 0.24
1.00 0.12 1.00 0.34
1.65 0.12 2.73 0.57
2.08 0.12 4.32 0.71
0.70 0.07 0.49 0.18
1.00 0.07 1.00 0.26
1.65 0.07 2.73 0.44
2.08 0.07 4.32 0.55
0.70 0.04 0.49 0.14
1.00 0.04 1.00 0.20
1.65 0.04 2.73 0.32
2.08 0.04 4.32 0.41
0.70 0.02 0.49 0.10
1.00 0.02 1.00 0.14
1.65 0.02 2.73 0.23
2.08 0.02 4.32 0.29
0.70 0.01 0.49 0.06
1.00 0.01 1.00 0.09
1.65 0.01 2.73 0.14
2.08 0.01 4.32 0.18
0.70 0.00 0.49 0.03
1.00 0.00 1.00 0.04
1.65 0.00 2.73 0.07
X12 X22
2.08 0.00 4.32 0.09
54.31 9.59 85.45 20.93
X2 X1X2
6) matriz con datos obtenidos
40 15.42 54.3115.42 9.59 20.9354.31 20.93 85.45
7) matriz inversa2.169805554 a0
0.5891182147 a1
-0.6100167154 a2
X12 X22
cuando me dan pendiente tc=0.01947xL(0.77)xS(0.385)
L 14500 m
S 0.0301034483 m/mTc 8.0888460135 hd 485.3307608092 minI 42.4341743549 mm/h
c 0.4i 42.4341743549 mm/hA 1200 ha
Q 56.5788991399 m3/s
T T Taños años (hallamos con formula)100 475 72.635907286 anios
835 2091 692 ok
547 1370 453 ok
427 1070 354280 701 232183 459 152120 301 100 ok
94 235 7861 154 5126 66 22
Precipitación-Duración-Tiempo de Retorno
T T
360
CIAQ
años años
100 475
69.58 174.23 57.63
91.17 228.31 75.52
106.79 267.42 88.46
139.94 350.43 115.92
183.37 459.19 151.89
240.29 601.71 199.04
281.46 704.79 233.14
368.81 923.55 305.50
633.29 1585.81 524.57
YX1 YX2
2.30 1.54 12.13 2.05 21.78 2.82 31.67 3.33 41.61 1.52 51.50 2.02 61.12 2.51 71.02 2.87 81.17 1.45 91.11 1.97 100.82 2.39 110.71 2.63 120.91 1.45 130.81 1.85 140.63 2.37 150.52 2.45 160.68 1.39 170.62 1.82 180.49 2.37 190.40 2.45 200.52 1.39 210.47 1.78 220.37 2.31 230.29 2.32 240.38 1.37 250.34 1.73 260.27 2.31 270.20 2.17 280.27 1.37 290.23 1.68 300.16 1.89 310.14 2.08 320.16 1.28 330.14 1.61 340.10 1.84 350.08 1.88 360.07 1.12 370.05 1.30 380.04 1.65 39
0.03 1.76 4026.33 78.06
YX1 YX2
a0 62.74a1 = 26.33a2 78.06
(dato)
hallo tiempo de concentracion con formulalo convertimos a munitos
n
m
d
kTi
162 111 51 40150 105 33 24
120 93 28 18.3157895118 70 27 15
96 66 27 1596 60 25 1390 54 25 1190 48 14 1068 41 13 840 20 10 7
BASE DURACIONT Qt Qb Qd
(horas)
0 3.3 3.3 0
1 3.3 3.3 0
2 3.96 3.96 0
3 12.76 3.96 8.8
4 39.16 3.96 35.2
5 73.26 2.86 70.4
6 90.64 2.64 88
7 82.5 3.3 79.2
8 56.1 3.3 52.8
9 29.7 3.3 26.4
10 12.1 3.3 8.8
11 3.3 3.3 0
369.6
VARIACION TIEMPO 1 HRA
Volumen 1330560
has.
Area 221500000 (M2) 22150 221500000
Precipitacion efectiva =v/A 0.0060070429 m
Pe=6 mm
T H. 3 horas Pe H.U. 3,0 horas
(horas) (6 mm) (mm) (1 mm)
0 0 6.0 0.00
1 8.8 6.0 1.46
2 35.2 6.0 5.86
3 70.4 6.0 11.72
4 88 6.0 14.65
5 79.2 6.0 13.18
6 52.8 6.0 8.79
7 26.4 6.0 4.39
8 8.8 6.0 1.46
9 0 6.0 0.00
desde donde empieza a llover hast adonde termina
desplazamientoT H.U. 3 horas H.U. 3 horas H.U. 6 horas H.U. 9 horas H.U. 12 horas
(m3/s) (m3/s) (m3/s)
m3/s
m3 (VOL 1HRA)
m2
tQVo *
tQVo *
(horas) (1 mm) (desp. 3 h) (desp. 3 h) (desp. 3 h) (desp. 3 h)
0 0
1 1.4649470899 3hras
2 5.8597883598
3 11.7195767196 0
4 14.6494708995 1.4649470899 3hras
5 13.1845238095 5.8597883598
6 8.7896825397 11.7195767196 0
7 4.3948412698 14.6494708995 1.4649470899 3hras
8 1.4649470899 13.1845238095 5.8597883598
9 0 8.7896825397 11.7195767196 0
10 4.3948412698 14.6494708995 1.4649470899 3hras
11 1.4649470899 13.1845238095 5.8597883598
12 0 8.7896825397 11.7195767196 0
13 4.3948412698 14.6494708995 1.4649470899
14 1.4649470899 13.1845238095 5.8597883598
0 8.7896825397 11.7195767196
numero de cuNC 83.187) RIESGO Y VIDA ESPERADA
S 51.35 mm
Tiempo Lluvia Ia 10.27 mm Acumulada
mmh
0 0.000
P 45.000 mm 1 5.000
2 25.000
Fa 20.718 mm3 40.000
Pe 14.011 mm 4 45.000
DATOS
3hras de desafase
8) curva S retrasada hidrograma unitario de 1hra-1mmT Curva S Curva S Curva S - H.U 1 Hora
(horas) S Retrazada Curva Retraz. 1 mmHidrograma Unitario 1 hora ( 1mm)
Curva S S
Curva S Retrazada
H.U 1 Hora 1 mm
CURVA S
H.U. 3 horas (1 mm)
H.U. 3 horas (desp. 3 h)
H.U. 6 horas (desp. 3 h)
H.U. 9 horas (desp. 3 h)
H.U. 12 horas (desp. 3 h)
Curva S
0 0 0 0
1 1.4649470899 1.4649470899 1.4649470899
2 5.8597883598 5.8597883598 5.8597883598
3 11.7195767196 0 11.7195767196 11.7195767196
4 16.1144179894 1.4649470899 14.6494708995 14.6494708995
5 19.0443121693 5.8597883598 13.1845238095 13.1845238095
6 20.5092592593 11.7195767196 8.7896825397 8.7896825397
7 20.5092592593 16.1144179894 4.3948412698 4.3948412698
8 20.5092592593 19.0443121693 1.4649470899 1.4649470899
9 20.5092592593 20.5092592593 0 0
10 20.5092592593 20.5092592593 0 0
11 20.5092592593 20.5092592593 0 0
9) dato hidrograma +caudal baseT H.U 1 Hora Pe Hidrograma Caudal Base Hidrograma
(horas) 1 mm 14.011 m3/s m3/s Total
0 0 14.011 0.00 3.3 3.301 1.46494709 14.011 20.53 3.3 23.832 5.85978836 14.011 82.10 3.96 86.063 11.7195767 14.011 164.20 3.96 168.164 14.6494709 14.011 205.25 3.96 209.215 13.1845238 14.011 184.73 2.86 187.596 8.78968254 14.011 123.15 2.64 125.797 4.39484127 14.011 61.58 3.3 64.888 1.46494709 14.011 20.53 3.3 23.839 0 14.011 0.00 3.3 3.30
10 0 14.011 0.00 3.3 3.3011 0 14.011 0.00 3.3 3.30
RPT: Qmax 209.21
Hidrograma Unitario 1 hora ( 1mm)
Curva S S
Curva S Retrazada
H.U 1 Hora 1 mm
cuenca mediakm2
221.5
hasta que salga los mismos datosCurva
S
0
1.4649470899
5.8597883598
11.7195767196
16.1144179894
19.0443121693
20.5092592593
20.5092592593
20.5092592593
20.5092592593
20.5092592593
20.5092592593
20.5092592593
20.5092592593
20.5092592593
20.5092592593
Abstracciones AcumuladasExceso Lluvia Hietograma DuracionExceso Lluvia
Ia Fa Pe lluvia Efectivamm mm mm mm h
0.000
10.271 0.000 0.000 0.000
10.271 11.446 3.283 3.283 1
10.271 18.829 10.900 7.617 2
10.271 20.718 14.011 3.111 3
DESFASE DE LA CURVA S =3hras
14.011
Hidrograma Unitario 1 hora ( 1mm)
Curva S S
Curva S Retrazada
H.U 1 Hora 1 mm
CURVA S
H.U. 3 horas (1 mm)
H.U. 3 horas (desp. 3 h)
H.U. 6 horas (desp. 3 h)
H.U. 9 horas (desp. 3 h)
H.U. 12 horas (desp. 3 h)
Curva S
hidrograma +caudal base
m3/s
Hidrograma Unitario 1 hora ( 1mm)
Curva S S
Curva S Retrazada
H.U 1 Hora 1 mm
T Qt Qb
(horas)
0 3.3 3.3
1 3.3 3.3
2 3.96 3.96
3 12.76 3.96
4 39.16 3.96
5 73.26 2.86
6 90.64 2.64
7 82.5 3.3
8 56.1 3.3
9 29.7 3.3
10 12.1 3.3
11 3.3 3.3
Volumen 1330560
has.
Area 221500000 22150
Precipitacion efectiva 0.0060070429 m
T H. 3 horas Pe H.U. 3,0 horas
(horas) (6 mm) (mm) (1 mm)
0 0 6.0070428894 0.00
1 8.8 6.0070428894 1.46
2 35.2 6.0070428894 5.86
3 70.4 6.0070428894 11.72
4 88 6.0070428894 14.65
5 79.2 6.0070428894 13.18
6 52.8 6.0070428894 8.79
7 26.4 6.0070428894 4.39
8 8.8 6.0070428894 1.46
9 0 6.0070428894 0.00
T H.U. 3 horas H.U. 3 horas H.U. 6 horas
(horas) (1 mm) (desp. 3 h) (desp. 3 h)
(m3/s) (m3/s)
m3
0 0.00
1 1.46
2 5.86
3 11.72 0
4 14.65 1.4649470899
5 13.18 5.8597883598
6 8.79 11.7195767196 0
7 4.39 14.6494708995 1.4649470899
8 1.46 13.1845238095 5.8597883598
9 0.00 8.7896825397 11.7195767196
10 4.3948412698 14.6494708995
11 1.4649470899 13.1845238095
12 0 8.7896825397
13 4.3948412698
14 1.4649470899
0
NC 80S 63.5 mmS 2.02183165 pul
TiempoIa 12.7 mm
Ia 0.40436633 pulh
0
P 45.000 mm 1
2
Fa 21.410 mm3
Pe 10.890 mm 4
T Curva S Curva S
(horas) S Retrazada
CURVA S
H.U. 3 horas (1 mm)
H.U. 3 horas (desp. 3 h)
H.U. 6 horas (desp. 3 h)
H.U. 9 horas (desp. 3 h)
H.U. 12 horas (desp. 3 h)
Curva S
0 0.00
1 1.46
2 5.86
3 11.72 0.00
4 16.11 1.46
5 19.04 5.86
6 20.51 11.72
7 20.51 16.11
8 20.51 19.04
9 20.51 20.51
10 20.51 20.51
11 20.51 20.51
T H.U 1 Hora
(horas) 1 mm
0 01 1.46494708992 5.85978835983 11.71957671964 14.64947089955 13.18452380956 8.78968253977 4.39484126988 1.46494708999 0
10 011 0
Qd
0
0
0
8.8
35.2
70.4
88
79.2
52.8
26.4
8.8
0
369.6
km2221500000 221.5
H.U. 9 horas H.U. 12 horas Curva
(desp. 3 h) (desp. 3 h) S
(m3/s)
m3/s
m2
0.00
1.46
5.86
11.72
16.11
19.04
20.51
20.51
20.51
0 20.51
1.4649470899 20.51
5.8597883598 20.51
11.7195767196 0 20.51
14.6494708995 1.4649470899 20.51
13.1845238095 5.8597883598 20.51
8.7896825397 11.7195767196 20.51
Lluvia Abstracciones AcumuladasExceso LluviaHietograma Acumulada Exceso
mm Ia Fa Pe lluviamm mm mm mm
0 0.000 0.000
5 5.000 12.700 0.000 0.000 0.000
20 25.000 12.700 10.304 1.996 1.996
15 40.000 12.700 19.092 8.208 6.212
5 45.000 12.700 21.410 10.890 2.682
10.890
Curva S - H.U 1 Hora 3horas
Curva Retraz. 1 mm 3horas
CURVA S
H.U. 3 horas (1 mm)
H.U. 3 horas (desp. 3 h)
H.U. 6 horas (desp. 3 h)
H.U. 9 horas (desp. 3 h)
H.U. 12 horas (desp. 3 h)
Curva S
0 0
1.46 1.46
5.86 5.86
11.72 11.72
14.65 14.65
13.18 13.18
8.79 8.79
4.39 4.39
1.46 1.46
0 0.00
0 0
qmax 14.65 m3/s
Pe Hidrograma de disenioCaudal Base Hidrograma
mm m3/s m3/s Total
10.890 0.00 3.3 3.3010.890 15.95 3.3 19.2510.890 63.81 3.96 67.7710.890 127.63 3.96 131.5910.890 159.54 3.96 163.5010.890 143.58 2.86 146.4410.890 95.72 2.64 98.3610.890 47.86 3.3 51.1610.890 15.95 3.3 19.2510.890 0.00 3.3 3.3010.890 0.00 3.3 3.3010.890 0.00 3.3 3.30
Qmax 163.50 m3/s
DuracionLluvia
Efectivah
1
2
3
Sol de Oro - Villa Paraiso
Tiempo de Retardo de la Cuenca
Retardo de la Cuenca en horas
Longitud del Cauce Principal en m
Numero de Curva promedio Cuenca
Pendiente Promedio de la Cuenca
1)SACO DE TABLAS,HALLO NC
N94
10000 m DATO 8473
83.1818182 68sumatoria
0.001 m/m PENDIENTE DATO
14.80 horas
2) Tiempo de Lluvia Efectiva
Tiempo de duracion
3.29 horas
3) Tiempo de Concentracion
Tiempo Concentracion horas
5.07.0
7.08.0
14104
86.222540
YNC
NCLtL
Lt
L
NC
Y
L
NC
Y
Lt
9
2L
R
t
t
Rt
Rt
Ct
15
2C
R
t
t
24.67 horas
4) Tiempo Pico
Tiempo Pico en Horas
16.44 horas
LR
P tt
t 2
Pt
Pt
Ct
8) Precipitacion Efectiva
8.37503652 cm
4.33 cm
4.33 cm
Caudal de Diseño
9)
54.71PEXQp
HIDROGRAMA DE DISEÑO
(h) (m)
0 0 0.0 0.00 0.00
0.1 0.015 1.6 0.19 0.82
0.2 0.075 3.3 0.95 4.10
0.3 0.2 4.9 2.53 10.94
0.4 0.3 6.6 3.79 16.41
0.5 0.4 8.2 5.06 21.88
0.6 0.6 9.9 7.59 32.83
0.7 0.8 11.5 10.12 43.77
0.8 0.9 13.2 11.38 49.24
Caudal de Diseño en m3/s
m3/s
(m3/s)
EP
EP
DQ
DQ
Ptt / PQQ / t
32.202032
08.5508
2
NP
NP
PE
P
EPD PQQ *Q
0.9 1 14.8 12.65 54.71
1 1 16.4 12.65 54.71
1.1 1 18.1 12.65 54.71
1.2 0.9 19.7 11.38 49.24
1.3 0.8 21.4 10.12 43.77
1.4 0.8 23.0 10.12 43.77
1.5 0.7 24.7 8.85 38.30
1.6 0.6 26.3 7.59 32.83
1.8 0.4 29.6 5.06 21.88
2 0.3 32.9 3.79 16.41
2.2 0.2 36.2 2.53 10.94
2.4 0.2 39.5 2.53 10.94
2.6 0.1 42.8 1.26 5.47
2.8 0.098 46.0 1.24 5.36
3 0.075 49.3 0.95 4.10
3.5 0.036 57.6 0.46 1.97
4 0.018 65.8 0.23 0.98
4.5 0.009 74.0 0.11 0.49
5 0.004 82.2 0.05 0.22
dato datoRPT: Qmax 54.71
1)SACO DE TABLAS,HALLO NC
A N*A5500 517000
11000 9240003000 2190002500 170000
22000 1830000NC 83.181818182
5) Caudal Pico
10000 has100.00
12.65
Area de la Cuenca en Km2
Caudal Pico en m3/s*cm
km2
m3/s*cm
PP t
AQ
08.2
A
PQ
A
PQ
6)
Año Precipitacion Precipitacionmm mm
1 1991 50 50.0002 1992 55 55.0003 1993 30 30.0004 1994 25 25.0005 1995 70 70.0006 1996 40 40.0007 1997 70 70.0008 1998 30 30.0009 1999 50 50.000
10 2000 60 60.000
Promedio 48.000 48.000Desviacion 16.363916945CV coef varia 0.3409149364CS asimetria -0.0304282473N R T
50 0.5 72.635907286
7)
T 72.635907286p 0.0137672955W 2.9276131542Z 2.2042974403
normalKt 2.1847070799Precipitacion 83.750365204
mm
formulast=t/tpxtp
�=� +�∗�
Q=(Q/Qp)xQpQd=QxPe
m3/s
Hidrograma
Hidrograma
Siletz River
Año PrecipitacionPrecipitacion Ln(P) log(P)mm mm
1 1991 50 50.000 3.9120230054 1.698972 1992 55 55.000 4.0073331852 1.740362693 1993 30 30.000 3.4011973817 1.477121254 1994 25 25.000 3.2188758249 1.397940015 1995 70 70.000 4.248495242 1.845098046 1996 40 40.000 3.6888794541 1.602059997 1997 70 70.000 4.248495242 1.845098048 1998 30 30.000 3.4011973817 1.477121259 1999 50 50.000 3.9120230054 1.69897
10 2000 60 60.000 4.0943445622 1.77815125
Promedio 48.000 48.000 3.813 1.656Desviacion 16.3639169 0.3686906096 0.1601203CV coef varia 0.34091494 0.0966857897 0.09668579CS asimetria -0.03042825 -0.4312346672 -0.43123467
Cs 1000 2.33
0.7 2.840.8 2.9
-0.7304282473 -0.438256950.1 0.06
-0.0304282473 2.40174305
k 2.89
Kt 4.30538001 Kt 2.2042974403Sin transformar Transformado
4.6259901955Q100 118.452881 Q100 102.103825788
Log Pearson
Cs 50-0.1 2.252-0.2 2.1780.1 0.074
0.05648151 0.04179632
Kt 2.21020368
1991 1 1.000 -91.1251992 2 2.000 -42.8751993 3 3.000 -15.6251994 4 4.000 -3.3751995 5 5.000 -0.1251996 6 6.000 0.1251997 7 7.000 3.3751998 8 8.000 15.6251999 9 9.000 42.8752000 10 10.000 91.125
55.000 0.000
Promedio 5.500 5.500Desviacion 3.02765035CV coef varia 0.55048188CS asimetria 0
T 72.635907286p 0.0137672955W 2.9276131542
Z 2.2042974403
normal ln logKt 2.1847070799 1.9262793 1.9262793Precipitacion 83.7503652043 4.52348752 1.96452567
mm 92.1564355 92.1564355mm mm
0 -3.446 0 -0.2820.69314718 -0.546 0.30103 -0.0451.09861229 -0.070 0.47712125 -0.0061.38629436 -0.002 0.60205999 0.0001.60943791 0.001 0.69897 0.0001.79175947 0.022 0.77815125 0.0021.94591015 0.083 0.84509804 0.0072.07944154 0.184 0.90308999 0.0152.19722458 0.324 0.95424251 0.0272.30258509 0.497 1 0.041
15.104 -2.953 6.560 -0.242
1.510 0.6560.73302387 0.318348220.48530445 0.48530445
-1.04116973 -1.04116973