1.- DATOS PLUVIOMETRICOS...Re+Hh/1 Regosol Eutrico Suelos poco desarrollados, sin estructura y de...

Estudio Hidrológico para la Construcción del Depósito de

Detención “San Andrés” en el Panque de San Rafael

1.- DATOS PLUVIOMETRICOS

La información pluviométrica que se adoptará para el estudio hidrológico del Depósito de Detención en el Parque San Rafael es la obtenida del Programa Integral Para el manejo de agua pluviales “PROMIAP” elaborado por SIAPA, continuación se presentan la Curvas de Precipitación e Intensidad para los diferentes periodos de retorno:

Curva de Precipitación-Duración-Periodo de Retorno

Curva de Intensidad-Duración-Periodo de Retorno

2.- ESTUDIO HIDROLOGICO

Con el objeto de conocer las características del suelo así como su morfología de la Cuenca Hidrológica que aporta al Depósito de Detención localizado al oriente de la ciudad de Guadalajara, Jalisco se recurrirá al acervo de Información del Instituto Nacional de Estadística Geografía e Informática (INEGI); de igual forma, para los aspectos Técnicos y de metodología se tomaran los lineamientos y especificaciones establecidos por la Comisión Nacional del Agua (CONAGUA).



2.1 Fisiografía

En las características fisiográficas de la cuenca tributaria puede observarse los detalles conforme a la siguiente tabla:

2.3 Edafología

En las características edafológicas de la cuenca tributaria puede observarse un tipo suelo Regosol tipo Eutrico, con la peculiaridad de que la zona norte es de textura media y la zona sur corresponde a una textura gruesa, los detalles se presentan conforme a la siguiente tabla:

2.4 Uso de Suelo

El uso de suelo será tomado de acuerdo a la zonificación del tipo de uso de suelo conforme al Plan de Desarrollo estimado en el Plan Metropolitano de Colectores 1era. Etapa desarrollado por SEDEUR del Gobierno del Estado de Jalisco.

AREA

KM2

EJE NEOVOLCÁNICO GUADALAJARA 3.228

SUPERFICIE TOTAL= 3.228

CARACTERISTICAS FISIOGRAFICAS DE LA CUENCA

TOPOFORMA

LOMERÍO DE BASALTO

CON CAÑADAS

PROVINCIA SUBPROVINCIA

AREA

KM2

Re+Hh/1 Regosol Eutrico Suelos poco desarrollados, sin estructura y de textura gruesa, muy

parecidos a la roca madre. Suelos sueltos como dunas, playas,

cenizas volcánicas. Muy permeables. Suelos con un subsuelo con

Fertilidad moderada correspondiente a suelos del tipo Feozem

háplico.

2.550

Hh+We+Vp/2/L Feozem Háplico Feozem Háplico con suelos secundarios del tipo Planosol eutrico con

propiedad especial.de poco drenaje y desarrolado en relieves planos;

de clase textural media (Menos del 35% de arcilla y más del 65% de

arena ) con roca dentro de los 50 cm de profundidad.

0.678

SUPERFICIE TOTAL= 3.228

CLAVE

CARACTERISTICAS EDAFOLOGICAS

CARACTERISTICASSUELO

CUENCA AREA DE USO DE SUELO

No. KM2

Habitacional densidad alta 2.0030

Equipamiento central 0.0001

Granjas y huertos 0.2147

Comercios 0.0375



Comercios 0.0074



Granjas y huertos 0.1991

Comercios 0.0449

CUENCA TOTAL

CUENCA 1

CUENCA 2

USO DE SUELO



2.5 Analisis Hidrológico

Procesando la información geotematica vectorial de INEGI en la plataforma de Arc Gis, se observa que la Cuenca hidrológica cuenta con una superficie total de 3.228 Km2, a continuación se presenta Esquema Hidrológico de la zona de estudio:

Considerando la edafología y climática del suelo de la cuenca tributaria, para el análisis hidrológico se considerará un Tipo de Suelo “B” esto debido a que la mayor superficie de la cuenca cuenta con un suelo del tipo Regosol con contenido de humedad en el suelo casi nulo, en la siguiente tabla se muestra la selección del tipo de suelo.



De igual forma, para estimar el escurrimiento directo se aplicará un factor de corrección de debido a la pérdida por infiltración de 3.81 mm, esto considerando el tipo y humedad del suelo de la cuenca hidrológica; en la siguiente tablas muestra como referencia la selección de la misma.

2.5.1 Metodología de Análisis

Para estimar los volúmenes pluviales se empleará tres métodos empíricos utilizando la fórmula Racional, Mac-Math y Burkli-Ziegler; así como tres métodos hidrológicos en el que se desarrollará el Hidrograma Unitario Triangular, D.M. Gray y I Pai Wu, de acuerdo a los lineamientos de análisis establecidos por la CONAGUA.

Para determinar el Número de Complejo Hidrológico que se aplicarán en los métodos hidrológicos así como del Coeficiente de Escorrentía que se empleará en los métodos empíricos se tomará de acuerdo al Uso de Suelo del Plan de Desarrollo estimado en el Plan Metropolitano de Colectores 1era. Etapa desarrollado por SEDEUR del Gobierno del Estado de Jalisco. Por lo que finalmente para la estimación de las avenidas esperadas para los diferentes periodos de retorno se tomará lo siguiente:

➢ El numero “N” de la curva de escurrimiento adoptado para las micro-cuencas que corresponde al ponderado de la cuenca según el uso de suelo con clasificación de suelo Tipo “B” conforme a las siguientes tablas de análisis:

➢ El Coeficiente de Escurrimiento adoptado para las micro-cuencas de la zona en estudio corresponde al ponderado del uso de suelo asi como la pendiente de la cuenca conforme a la siguiente tabla de análisis:

CUENCA COEFICIENTE DE AREA USO DE SUELO AREA

No. ESCORRENTIA KM2 UNITARIO PONDERADO KM

2

Habitacional densidad alta 0.600 2.0030 0.532866

Equipamiento central 0.700 0.0001 0.000034

Granjas y huertos 0.300 0.2147 0.028563

Comercios 0.750 0.0375 0.012474



Comercios 0.750 0.0074 0.007788



Granjas y huertos 0.300 0.1991 0.018503

Comercios 0.750 0.0449 0.010429

CUENCAS HIDROLÓGICAS

COEFICIENTE DE ESCURRIMIENTO

USO DE SUELOCOEFICIENTE

CUENCA 1

CUENCA 2

CUENCA TOTAL

0.57

0.60

0.59 3.2281

0.7106

2.2553



Para la Pendiente de la Cuenca se tomarán en cuenta las siguientes formulas:

➢ Pendiente Ponderada:

➢ Pendiente Gobernadora:

➢ PENDIENTE TAYLOR-SCHWARZ

El Tiempo de Concentración será seleccionado de los resultados obtenidos de las siguientes fórmulas:

➢ KIRPICH

➢ ECUACIÓN DE RETARDO

➢ FEDERAL AVATION ADMINISTRATION



LONGITUD PENDIENTE

DEL AL DEL AL m m

+0.00 +0.61 1,605.010 1,605.010 0.612 0.000 0.000 0.000

+0.61 +6.84 1,605.010 1,605.010 6.227 0.000 0.000 0.000

+6.84 +7.75 1,605.010 1,604.993 0.906 0.019 0.139 2.435

+7.75 +16.52 1,604.993 1,604.809 8.777 0.021 0.145 23.088

+16.52 +22.39 1,604.809 1,604.675 5.865 0.023 0.151 15.089

+22.39 +27.05 1,604.675 1,604.548 4.659 0.027 0.166 11.448

+27.05 +57.94 1,604.548 1,604.154 30.896 0.013 0.113 91.952

+57.94 +62.88 1,604.154 1,604.079 4.936 0.015 0.123 14.076

+62.88 +64.68 1,604.079 1,604.020 1.797 0.033 0.181 4.219

3+727.28 3+728.33 1+558.00 1+558.00 +1.06 +0.00 +0.00 0.000

3+728.33 3+729.37 1+558.00 1+558.00 +1.03 +0.00 +0.00 0.000

3+729.37 3+729.76 1+558.00 1+558.00 +0.40 +0.00 +0.00 0.000

3+729.76 3+730.14 1+558.00 1+558.00 +0.37 +0.00 +0.00 0.000

3+730.14 3+738.62 1+558.00 1+558.00 +8.48 +0.00 +0.00 0.000

3+738.62 3+740.19 1+558.00 1+558.00 +1.57 +0.00 +0.00 0.000

3+740.19 3+740.74 1+558.00 1+558.00 +0.55 +0.00 +0.00 0.000

3+740.74 3+746.36 1+558.00 1+558.00 +5.62 +0.00 +0.00 0.000

3+746.36 3+749.77 1+558.00 1+558.00 +3.41 +0.00 +0.00 0.000

3+749.77 3+751.36 1+558.00 1+558.00 +1.58 +0.00 +0.00 0.000

3+751.36 3+752.53 1+558.00 1+558.00 +1.18 +0.00 +0.00 0.000

Pendiente Media del Escurrimiento 0.1986 (Método: Taylor - Schwarz)

PROYECTO DEPOSITO SAN RAFAEL

CUENCA TOTAL

PENDIENTE MEDIA DEL ESCURRIMIENTO

CADENAMIENTO ELEVACION√Si 1/√Si

Nota: Se ocultan celdas intermedias po su extension

Longitud del Escurrimiento= 3,752.53 Σli/√Si 8420.39

1550

1570

1590

1610

0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000

Ele

vaci

on

(m

.s.n

.m.)

Distancia en metros

Perfil del Escurrimiento



LONGITUD PENDIENTE

DEL AL DEL AL m m

+0.00 +3.24 1,604.855 1,604.816 3.240 -0.012 0.109 0.000

+3.24 +7.91 1,604.816 1,604.748 4.675 0.015 0.121 13.457

+7.91 +24.70 1,604.748 1,604.458 16.781 0.017 0.131 46.292

+24.70 +29.01 1,604.458 1,604.383 4.313 0.017 0.132 11.869

+29.01 +32.06 1,604.383 1,604.325 3.050 0.019 0.139 8.193

+32.06 +34.21 1,604.325 1,604.279 2.154 0.021 0.146 5.639

+34.21 +36.00 1,604.279 1,604.232 1.783 0.026 0.162 4.434

+36.00 +55.30 1,604.232 1,604.020 19.302 0.011 0.105 59.618

+55.30 +63.63 1,604.020 1,603.632 8.334 0.047 0.216 17.936

3+319.31 3+320.61 1,562.440 1,562.448 1.297 0.006 0.077 4.687

3+320.61 3+321.83 1,562.448 1,562.413 1.220 0.029 0.170 2.964

3+321.83 3+322.36 1,562.413 1,562.403 0.524 0.019 0.138 1.409

3+322.36 3+327.44 1,562.403 1,562.322 5.086 0.016 0.126 14.307

3+327.44 3+327.90 1,562.322 1,562.310 0.458 0.025 0.157 1.155

3+327.90 3+328.31 1,562.310 1,562.297 0.408 0.032 0.179 0.965

3+328.31 3+329.55 1,562.297 1,562.299 1.246 0.002 0.041 6.149

3+329.55 3+329.92 1,562.299 1,562.286 0.370 0.037 0.192 0.844

3+329.92 3+330.16 1,562.286 1,562.287 0.232 0.005 0.069 0.886

3+330.16 3+330.36 1,562.287 1,562.290 0.203 0.015 0.122 0.582

3+330.36 3+338.70 1,562.290 1,562.144 8.341 0.018 0.132 22.933



CUENCA TRIBUTARIA 1





1560

1570

1580

1590

1600

1610

1620

0 1,000 2,000 3,000

Elev

acio

n (

m.s

.n.m

.)

Distancia en metros




LONGITUD PENDIENTE

DEL AL DEL AL m m

+0.00 +0.34 1,599.006 1,599.000 0.342 -0.016 0.127 0.000

+0.34 +3.24 1,599.000 1,599.000 2.898 0.000 0.000 0.000

+3.24 +5.57 1,599.000 1,599.000 2.332 0.000 0.000 0.000

+5.57 +5.77 1,599.000 1,599.000 0.203 0.000 0.000 0.000

+5.77 +11.09 1,599.000 1,598.906 5.319 0.018 0.133 14.585

+11.09 +66.15 1,598.906 1,598.000 55.060 0.016 0.128 153.735

+66.15 +119.76 1,598.000 1,597.133 53.602 0.016 0.127 150.300

+119.76 +128.02 1,597.133 1,597.000 8.267 0.016 0.127 23.216

+128.02 +128.09 1,597.000 1,597.000 0.066 0.000 0.000 0.000

2+021.90 2+024.56 1+563.01 1+563.01 +2.67 +0.00 +0.00 0.000

2+024.56 2+026.37 1+563.01 1+563.01 +1.81 +0.00 +0.00 0.000

2+026.37 2+027.69 1+563.01 1+563.01 +1.32 +0.00 +0.00 0.000

2+027.69 2+031.24 1+563.01 1+563.01 +3.56 +0.00 +0.00 0.000

2+031.24 2+035.22 1+563.01 1+563.01 +3.98 +0.00 +0.00 0.000

2+035.22 2+051.21 1+563.01 1+562.78 +15.99 +0.01 +0.12 46.267

2+051.21 2+054.49 1+562.78 1+562.76 +3.29 +0.01 +0.09 11.061

2+054.49 2+058.87 1+562.76 1+562.71 +4.37 +0.01 +0.11 13.299

2+058.87 2+062.63 1+562.71 1+562.67 +3.76 +0.01 +0.10 12.111

2+062.63 2+065.99 1+562.67 1+562.65 +3.36 +0.01 +0.08 11.734

2+065.99 2+067.33 1+562.65 1+562.62 +1.34 +0.02 +0.13 3.722



CUENCA TRIBUTARIA 2





1550

1570

1590

1610

0 500 1,000 1,500 2,000

Ele

vaci

on

(m

.s.n

.m.)

Distancia en metros




2.5.2 Estimación de los Volúmenes Pluviales

Para la determinación de las avenidas máximas esperadas para los periodos de retorno de 5, 10, 20, 25, 50, 100, 500 y 1000 años de las cuencas hidrológicas se presentan las características físicas principales, mismas que serán tomadas para la generación de las avenidas máximas esperadas:

Determinación de Gastos por Métodos Empíricos

CUENCA

No. AREA (Ha) LONG. ESC. (M) N (SCS) C

CUENCA 1 225.53 3338.70 81.88 0.57

CUENCA 2 71.06 2067.33 81.21 0.60

CUENCA TOTAL 322.81 3752.53 81.89 0.59

MORFOLOGIA DE LAS CUENCAS TRIBUTARIAS

CARACTERISTICAS FISICAS

SUBCUENCA

No. PONDERADA GOBERNADORA TAYLOR PROMEDIO KIRPICH EC. RETARDO FED. AV. ADM. PROMEDIO

CUENCA 1 1.28 1.42 22.87 8.52 0.90 1.16 0.82 0.96

CUENCA 2 1.76 2.16 26.15 10.02 0.55 0.75 0.57 0.62

CUENCA TOTAL 1.25 1.31 19.86 7.47 0.99 1.36 0.87 1.07

PENDIENTE [%] TIEMPO DE CONCENTRACION [Hr]

MORFOLOGIA DE LAS CUENCAS TRIBUTARIAS

S gobernadora COEF. DE AREA

al millar ESCORRENTIA Hectareas

CUENCA 1 14.20 0.57 225.534

CUENCA 2 21.60 0.60 71.061

CUENCA TOTAL 13.10 0.59 322.806

P. CONTROL

VARIABLES PARA EL METODO DE MAC MATH

PERIODO DE

RETORNO INTENSIDAD GASTO PICO INTENSIDAD GASTO PICO INTENSIDAD GASTO PICO

5 58.522 16.441 62.684 12.978 84.712 7.970

10 69.255 19.457 74.179 15.358 100.246 9.431

15 75.534 21.221 80.903 16.750 109.334 10.286

20 79.988 22.472 85.674 17.738 115.780 10.893

25 83.435 23.440 89.367 18.503 120.779 11.363

50 94.168 26.456 100.862 20.883 136.305 12.824

100 104.900 29.471 112.356 23.263 151.839 14.285

500 129.813 36.470 139.039 28.787 187.897 17.678

1000 140.536 39.483 150.527 31.166 203.431 19.139

CUENCA TOTAL CUENCA 1 CUENCA 2

AVENIDAS MAXIMAS METODO MAC MATH



Tc COEF. DE AREA

MINUTOS ESCORRENTIA Km2

CUENCA 1 53.88 0.57 2.255

CUENCA 2 32.94 0.60 0.711

CUENCA TOTAL 59.40 0.59 3.228

VARIABLES PARA EL METODO RACIONAL

CUENCA

PERIODO DE


5 58.522 30.986 62.684 22.402 84.712 10.041

10 69.255 36.668 74.179 26.510 100.246 11.882

20 79.988 42.351 85.674 30.618 115.780 13.723

25 83.435 44.176 89.367 31.938 120.779 14.316

50 94.168 49.859 100.862 36.046 136.305 16.156

100 104.900 55.541 112.356 40.154 151.839 17.997

500 129.813 68.732 139.039 49.690 187.897 22.271

1000 140.536 74.409 150.527 53.796 203.431 24.113


AVENIDAS MAXIMAS (M3/S) METODO RACIONAL

SUBCUENCA Area Pendiente

No. Ha m/km

CUENCA 1 225.534 1.279 0.570

CUENCA 2 71.061 1.760 0.600

CUENCA TOTAL 322.806 1.253 0.590

C

VARIABLES PARA BURKLI-ZIEGLER

PERIODO DE


5 5.852 6.121 6.268 4.865 8.471 3.152

10 6.926 7.243 7.418 5.757 10.025 3.730

20 7.999 8.366 8.567 6.649 11.578 4.308

25 8.343 8.726 8.937 6.936 12.078 4.494

50 9.417 9.849 10.086 7.828 13.630 5.072

100 10.490 10.971 11.236 8.720 15.184 5.650

500 12.981 13.576 13.904 10.791 18.790 6.992

1000 14.054 14.698 15.053 11.683 20.343 7.570


AVENIDAS MAXIMAS (M3/S) METODO BURKLI - ZIEGLER



Determinación de Gastos por Métodos Hidrológicos

PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:

TR = 5 Años SUELO TIPO = B

AREA = 3.23 Km2

PERDIDA MINIMA (mm/hr)= 3.0000

P24H = 87.020 mm TIEMPO DE CONCENTRACION (hrs) = 0.99

P1H = 55.260 mm NUMERO DE CURVA (N) = 81.8900

PRECIPITACION MINIMA (mm) = 11.2344

TIEMPO LLUVIA INCREMENTO INCREMENTO LLUVIA ESCURRIMIENTO INCREMENTO DE PERDIDA

Hrs TOTAL DE LLUVIA ORDENADO ACUMULADA ACUMULADO INCREMENTO TEORICA REAL

mm mm mm mm mm mm mm mm

0 -1 55.260 55.260 1.830 1.830 0.000 0.000 3.000 1.830

1 -2 61.010 5.750 2.710 4.540 0.000 0.000 3.000 2.710

2 - 3 64.650 3.640 3.640 8.180 0.000 0.000 3.000 3.640

3 - 4 67.360 2.710 55.260 63.440 25.147 25.147 3.000 30.113

4 - 5 69.550 2.190 5.750 69.190 29.431 4.283 3.000 1.467

5 - 6 71.380 1.830 2.190 71.380 31.100 1.669 3.000 0.521

6 - 12 78.810 7.430 7.430 78.810 36.901 5.801 18.000 1.629

12 - 24 87.020 8.210 8.210 87.020 43.525 6.624 18.000 1.586

CALCULOS

TIEMPO DE 0 A 6 HORAS TIEMPO DE 6 A 12 HORAS TIEMPO DE 12 A 24 HORAS

D= 0.500 Horas D= 3.000 Horas D= 6.000 Horas

TP= 0.844 Horas TP= 2.094 Horas TP= 3.594 Horas

TB= 2.253 Horas TB= 5.591 Horas TB= 9.596 Horas

qp= 0.7955409 m3/s/mm qp= 0.3206478 m

3/s/mm qp= 0.1868215 m

3/s/mm

TIEMPO INCREM. QP QI HIDROGRAMA UNIT. DEL INCREMENTO

Hrs LLUVIA Para 1 mm QI=Qp*Pe Hora Hora Hora OBSERVACIONES

Pe m3/s/mm m3/s Inicio Maximo Final

0 -1 0.000 0.7955409 0.0000000 0.000 0.844 2.253

1 -2 0.000 0.7955409 0.0000000 0.500 1.344 2.753

2 - 3 0.000 0.7955409 0.0000000 1.000 1.844 3.253

3 - 4 25.147 0.7955409 20.0058012 1.500 2.344 3.753

4 - 5 2.750 0.7955409 2.1877373 2.000 2.844 4.253

5 - 6 0.000 0.7955409 0.0000000 2.500 3.344 4.753

6 - 12 0.000 0.3206478 0.0000000 3.000 5.094 8.591

12 - 24 0.000 0.1868215 0.0000000 6.000 9.594 15.596

SAN ANDRES


DETERMINACIÓN DE LA AVENIDA MÁXIMAMETODO DEL HIDROGRAMA TRIANGULAR (BUREAU OF RECLAMATION)

CUENCA TOTAL

GASTO MAX. DE AVENIDA = 20.828 M3/S

VOLUMEN ESCURRIDO = 90,007.462 M3

TIEMPO ESCURRIMIENTO = 2.700 HRS.

VOLUMEN EXCEDENTE = 90,007.462 M3

PUNTO DE CONTROL: _CUENCA TOTAL

DETERMINACION DE LA AVENIDA MAXIMAHIDROGRAMA UNITARIO TRIANGULAR U.S. B.R.

PERIODO DE RETORNO DE 5 AÑOS

0.00

5.00

10.00

15.00

20.00

25.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS

HIDROGRAMA TRIANGULAR U.S. BR.



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:SAN ANDRES

PERIODO DE RETORNO: 5 AÑOS

TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 3.228 1 0.000 0.000 0.000

2 0.125 0.054 12.573

LONGITUD (KM) = 3.753 3 0.250 0.107 20.302

4 0.375 0.161 28.028

PENDIENTE (%) = 7.4730 5 0.500 0.215 32.745

6 0.625 0.268 37.460

N = 81.890 7 0.750 0.322 38.357

8 0.875 0.375 39.251

N Húmeda = 91.5 9 1.000 0.429 38.697

10 1.125 0.483 33.65111 1.250 0.536 30.03712 1.375 0.590 26.423

13 1.500 0.644 22.730

(Tr/Y) = 8.4841 14 1.625 0.697 19.037

15 1.750 0.751 16.032

Tr = 0.4290 16 1.875 0.804 13.025

17 2.000 0.858 10.745

Y = 3.0339 18 2.125 0.912 8.466

19 2.250 0.965 6.91320 2.375 1.019 5.36121 2.500 1.073 4.30222 2.625 1.126 3.24423 2.750 1.180 2.657

24 2.875 1.233 2.069

PERIODO DE RETORNO (Años) = 5.00 25 3.000 1.287 1.606

26 3.125 1.341 1.142

Precipitación 24 horas (mm) = 87.020 27 3.250 1.394 0.910

28 3.375 1.448 0.679

Precipitación 1 hora (mm) = 55.260 29 3.500 1.502 0.563

30 3.625 1.555 0.447

P(d) y Tr (mm) = 47.689 31 3.750 1.609 0.341

32 3.875 1.662 0.232

Pe (mm) = 27.738 33 4.000 1.716 0.225

34 4.125 1.770 0.21535 4.250 1.823 0.10936 4.375 1.877 0.000

37 4.500 1.931 0.000

AVENIDA MAXIMA (M3/S) = 39.251 38 4.625 1.984 0.000

39 4.750 2.038 0.000

VOLUMEN GENERADO (M3) = 88,528.04 40 4.875 2.091 0.000

41 5.000 2.145 0.000

III.-PERIODO DE RETORNO

Y LLUVIA DE DISEÑO

III.- CALCULO DEL GASTO MAXIMO

METODO DEL H.U.S. DE DONALD M. GRAY

I.- DATOS DE LA CUENCAPUNTO

II.- CALCULOS DE Tr y Y

CUENCA TOTAL




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:

PERIODO DE RETORNO: 5

GASTO

tp=1.584hr qp=0.424m3/s/mm horas m3/s/mm m3/s

AREA (KM2) = 3.22806

a 0.00 0.00 0.000 0.000 0.000

TIEMPO CONCENTRACION (horas) = 0.9900 b 0.10 0.03 0.158 0.013 0.657

c 0.30 0.19 0.475 0.081 4.164

TIEMPO PICO (horas) = 1.5840 d 0.40 0.31 0.634 0.131 6.794

e 0.60 0.66 0.950 0.280 14.464

N = 81.890 f 0.70 0.82 1.109 0.348 17.971

g 0.80 0.93 1.267 0.394 20.382

h 0.90 0.99 1.426 0.420 21.697

i 1.00 1.00 1.584 0.424 21.916

j 1.10 0.99 1.742 0.420 21.697

GASTO PICO UNITARIO (m3/s/mm) = 0.424 k 1.20 0.93 1.901 0.394 20.382

l 1.30 0.86 2.059 0.365 18.848

LLUVIA TOTAL (cm) = 57.937 m 1.50 0.68 2.376 0.288 14.903

n 1.70 0.46 2.693 0.195 10.081

LLUVIA EFECTIVA (mm) = 51.7019 o 1.90 0.33 3.010 0.140 7.232

p 2.20 0.21 3.485 0.089 4.602

AVENIDA MAXIMA (M3/S) = 21.916 q 2.60 0.11 4.118 0.047 2.411

r 3.20 0.04 5.069 0.017 0.877

VOLUMEN ESCURRIDO (M3) = 160,089.65 s 5.00 0.00 7.920 0.000 0.000

HIDROGRAMA UNITARIO ADIMENSIONAL SOIL CONSERVATION SERVICECUENCA TOTAL


SAN ANDRES


t q

II.- CALCULOS DE Qp, D y PE

(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS

Hidrograma de Escurrimiento

TR=5 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 3.23 Km2








0 -1 62.850 62.850 2.090 2.090 0.000 0.000 3.000 2.090

1 -2 69.400 6.550 2.980 5.070 0.000 0.000 3.000 2.980

2 - 3 73.540 4.140 4.140 9.210 0.000 0.000 3.000 4.140

3 - 4 76.520 2.980 62.850 72.060 31.622 31.622 3.000 31.228

4 - 5 79.100 2.580 6.550 78.610 36.743 5.120 3.000 1.430

5 - 6 81.190 2.090 2.580 81.190 38.800 2.058 3.000 0.522

6 - 12 89.650 8.460 8.460 89.650 45.688 6.887 18.000 1.573

12 - 24 98.980 9.330 9.330 98.980 53.498 7.810 18.000 1.520

CALCULOS





qp= 0.7955409 m3/s/mm qp= 0.3206478 m

3/s/mm qp= 0.1868215 m

3/s/mm




0 -1 0.000 0.7955409 0.0000000 0.000 0.844 2.253

1 -2 0.000 0.7955409 0.0000000 0.500 1.344 2.753

2 - 3 0.000 0.7955409 0.0000000 1.000 1.844 3.253

3 - 4 31.622 0.7955409 25.1569088 1.500 2.344 3.753

4 - 5 3.550 0.7955409 2.8241700 2.000 2.844 4.253

5 - 6 0.000 0.7955409 0.0000000 2.500 3.344 4.753

6 - 12 0.000 0.3206478 0.0000000 3.000 5.094 8.591

12 - 24 0.000 0.1868215 0.0000000 6.000 9.594 15.596

SAN ANDRES



CUENCA TOTAL








0.00

5.00

10.00

15.00

20.00

25.00

30.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 3.228 1 0.000 0.000 0.000

2 0.125 0.054 15.203

LONGITUD (KM) = 3.753 3 0.250 0.107 24.548

4 0.375 0.161 33.891

PENDIENTE (%) = 7.4730 5 0.500 0.215 39.594

6 0.625 0.268 45.295

N = 81.890 7 0.750 0.322 46.379

8 0.875 0.375 47.461

N Húmeda = 91.5 9 1.000 0.429 46.791

10 1.125 0.483 40.69011 1.250 0.536 36.32012 1.375 0.590 31.949

13 1.500 0.644 27.484

(Tr/Y) = 8.4841 14 1.625 0.697 23.019

15 1.750 0.751 19.385

Tr = 0.4290 16 1.875 0.804 15.749

17 2.000 0.858 12.993

Y = 3.0339 18 2.125 0.912 10.236

19 2.250 0.965 8.35920 2.375 1.019 6.48221 2.500 1.073 5.20222 2.625 1.126 3.92223 2.750 1.180 3.213

24 2.875 1.233 2.502


26 3.125 1.341 1.381


28 3.375 1.448 0.821


30 3.625 1.555 0.541

P(d) y Tr (mm) = 54.24 31 3.750 1.609 0.412

32 3.875 1.662 0.280

Pe (mm) = 33.540 33 4.000 1.716 0.272

34 4.125 1.770 0.26135 4.250 1.823 0.13236 4.375 1.877 0.000

37 4.500 1.931 0.000


39 4.750 2.038 0.000


41 5.000 2.145 0.000


Y LLUVIA DE DISEÑO





CUENCA TOTAL




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 3.22806

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.475 0.081 5.014


e 0.60 0.66 0.950 0.280 17.416

N = 81.890 f 0.70 0.82 1.109 0.348 21.639

g 0.80 0.93 1.267 0.394 24.541

h 0.90 0.99 1.426 0.420 26.125

i 1.00 1.00 1.584 0.424 26.389

j 1.10 0.99 1.742 0.420 26.125


l 1.30 0.86 2.059 0.365 22.694

LLUVIA TOTAL (cm) = 68.563 m 1.50 0.68 2.376 0.288 17.944

n 1.70 0.46 2.693 0.195 12.139


p 2.20 0.21 3.485 0.089 5.542


r 3.20 0.04 5.069 0.017 1.056




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

30.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=10 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 3.23 Km2








0 -1 69.970 69.970 2.330 2.330 0.000 0.000 3.000 2.330

1 -2 77.260 7.290 3.440 5.770 0.000 0.000 3.000 3.440

2 - 3 81.860 4.600 4.600 10.370 0.000 0.000 3.000 4.600

3 - 4 85.300 3.440 69.970 80.340 38.120 38.120 3.000 31.850

4 - 5 88.060 2.760 7.290 87.630 44.025 5.905 3.000 1.385

5 - 6 90.390 2.330 2.760 90.390 46.299 2.275 3.000 0.485

6 - 12 99.800 9.410 9.410 99.800 54.194 7.894 18.000 1.516

12 - 24 110.190 10.390 10.390 110.190 63.123 8.930 18.000 1.460

CALCULOS





qp= 0.7955409 m3/s/mm qp= 0.3206478 m

3/s/mm qp= 0.1868215 m

3/s/mm




0 -1 0.000 0.7955409 0.0000000 0.000 0.844 2.253

1 -2 0.000 0.7955409 0.0000000 0.500 1.344 2.753

2 - 3 0.000 0.7955409 0.0000000 1.000 1.844 3.253

3 - 4 38.120 0.7955409 30.3259617 1.500 2.344 3.753

4 - 5 4.290 0.7955409 3.4128703 2.000 2.844 4.253

5 - 6 0.000 0.7955409 0.0000000 2.500 3.344 4.753

6 - 12 0.000 0.3206478 0.0000000 3.000 5.094 8.591

12 - 24 0.000 0.1868215 0.0000000 6.000 9.594 15.596

SAN ANDRES



CUENCA TOTAL








0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 3.228 1 0.000 0.000 0.000

2 0.125 0.054 17.720

LONGITUD (KM) = 3.753 3 0.250 0.107 28.613

4 0.375 0.161 39.503

PENDIENTE (%) = 7.4730 5 0.500 0.215 46.151

6 0.625 0.268 52.795

N = 81.890 7 0.750 0.322 54.059

8 0.875 0.375 55.319

N Húmeda = 91.5 9 1.000 0.429 54.539

10 1.125 0.483 47.42711 1.250 0.536 42.33412 1.375 0.590 37.240

13 1.500 0.644 32.035

(Tr/Y) = 8.4841 14 1.625 0.697 26.830

15 1.750 0.751 22.595

Tr = 0.4290 16 1.875 0.804 18.357

17 2.000 0.858 15.144

Y = 3.0339 18 2.125 0.912 11.931

19 2.250 0.965 9.74320 2.375 1.019 7.55621 2.500 1.073 6.06422 2.625 1.126 4.57123 2.750 1.180 3.745

24 2.875 1.233 2.916


26 3.125 1.341 1.610


28 3.375 1.448 0.957


30 3.625 1.555 0.630

P(d) y Tr (mm) = 60.384 31 3.750 1.609 0.480

32 3.875 1.662 0.327

Pe (mm) = 39.094 33 4.000 1.716 0.317

34 4.125 1.770 0.30435 4.250 1.823 0.15336 4.375 1.877 0.000

37 4.500 1.931 0.000


39 4.750 2.038 0.000


41 5.000 2.145 0.000


Y LLUVIA DE DISEÑO





CUENCA TOTAL




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 3.22806

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.475 0.081 5.865


e 0.60 0.66 0.950 0.280 20.374

N = 81.890 f 0.70 0.82 1.109 0.348 25.313

g 0.80 0.93 1.267 0.394 28.708

h 0.90 0.99 1.426 0.420 30.561

i 1.00 1.00 1.584 0.424 30.869

j 1.10 0.99 1.742 0.420 30.561


l 1.30 0.86 2.059 0.365 26.548

LLUVIA TOTAL (cm) = 79.188 m 1.50 0.68 2.376 0.288 20.991

n 1.70 0.46 2.693 0.195 14.200


p 2.20 0.21 3.485 0.089 6.483


r 3.20 0.04 5.069 0.017 1.235




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=20 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 3.23 Km2








0 -1 72.190 72.190 2.400 2.400 0.000 0.000 3.000 2.400

1 -2 79.700 7.510 3.540 5.940 0.000 0.000 3.000 3.540

2 - 3 84.460 4.760 4.760 10.700 0.000 0.000 3.000 4.760

3 - 4 88.000 3.540 72.190 82.890 40.167 40.167 3.000 32.023

4 - 5 90.850 2.850 7.510 90.400 46.308 6.140 3.000 1.370

5 - 6 93.250 2.400 2.850 93.250 48.677 2.369 3.000 0.481

6 - 12 102.960 9.710 9.710 102.960 56.888 8.211 18.000 1.499

12 - 24 113.680 10.720 10.720 113.680 66.166 9.278 18.000 1.442

CALCULOS





qp= 0.7955409 m3/s/mm qp= 0.3206478 m

3/s/mm qp= 0.1868215 m

3/s/mm




0 -1 0.000 0.7955409 0.0000000 0.000 0.844 2.253

1 -2 0.000 0.7955409 0.0000000 0.500 1.344 2.753

2 - 3 0.000 0.7955409 0.0000000 1.000 1.844 3.253

3 - 4 40.167 0.7955409 31.9548798 1.500 2.344 3.753

4 - 5 4.510 0.7955409 3.5878892 2.000 2.844 4.253

5 - 6 0.000 0.7955409 0.0000000 2.500 3.344 4.753

6 - 12 0.000 0.3206478 0.0000000 3.000 5.094 8.591

12 - 24 0.000 0.1868215 0.0000000 6.000 9.594 15.596

SAN ANDRES



CUENCA TOTAL








0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 3.228 1 0.000 0.000 0.000

2 0.125 0.054 18.514

LONGITUD (KM) = 3.753 3 0.250 0.107 29.894

4 0.375 0.161 41.271

PENDIENTE (%) = 7.4730 5 0.500 0.215 48.217

6 0.625 0.268 55.159

N = 81.890 7 0.750 0.322 56.479

8 0.875 0.375 57.796

N Húmeda = 91.5 9 1.000 0.429 56.981

10 1.125 0.483 49.55111 1.250 0.536 44.22912 1.375 0.590 38.907

13 1.500 0.644 33.469

(Tr/Y) = 8.4841 14 1.625 0.697 28.032

15 1.750 0.751 23.607

Tr = 0.4290 16 1.875 0.804 19.179

17 2.000 0.858 15.822

Y = 3.0339 18 2.125 0.912 12.465

19 2.250 0.965 10.18020 2.375 1.019 7.89421 2.500 1.073 6.33522 2.625 1.126 4.77623 2.750 1.180 3.913

24 2.875 1.233 3.046


26 3.125 1.341 1.682


28 3.375 1.448 1.000


30 3.625 1.555 0.658

P(d) y Tr (mm) = 62.3 31 3.750 1.609 0.501

32 3.875 1.662 0.341

Pe (mm) = 40.844 33 4.000 1.716 0.331

34 4.125 1.770 0.31735 4.250 1.823 0.16036 4.375 1.877 0.000

37 4.500 1.931 0.000


39 4.750 2.038 0.000


41 5.000 2.145 0.000


Y LLUVIA DE DISEÑO





CUENCA TOTAL




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 3.22806

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.475 0.081 6.139


e 0.60 0.66 0.950 0.280 21.324

N = 81.890 f 0.70 0.82 1.109 0.348 26.494

g 0.80 0.93 1.267 0.394 30.048

h 0.90 0.99 1.426 0.420 31.986

i 1.00 1.00 1.584 0.424 32.310

j 1.10 0.99 1.742 0.420 31.986


l 1.30 0.86 2.059 0.365 27.786

LLUVIA TOTAL (cm) = 82.600 m 1.50 0.68 2.376 0.288 21.970

n 1.70 0.46 2.693 0.195 14.862


p 2.20 0.21 3.485 0.089 6.785


r 3.20 0.04 5.069 0.017 1.292




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=25 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 3.23 Km2








0 -1 78.870 78.870 2.620 2.620 0.000 0.000 3.000 2.620

1 -2 87.090 8.220 3.870 6.490 0.000 0.000 3.000 3.870

2 - 3 92.280 5.190 5.190 11.680 0.004 0.004 3.000 5.186

3 - 4 96.150 3.870 78.870 90.550 46.432 46.428 3.000 32.442

4 - 5 99.270 3.120 8.220 98.770 53.320 6.888 3.000 1.332

5 - 6 101.890 2.620 3.120 101.890 55.973 2.653 3.000 0.467

6 - 12 112.500 10.610 10.610 112.500 65.135 9.162 18.000 1.448

12 - 24 124.210 11.710 11.710 124.210 75.458 10.323 18.000 1.387

CALCULOS





qp= 0.7955409 m3/s/mm qp= 0.3206478 m

3/s/mm qp= 0.1868215 m

3/s/mm




0 -1 0.000 0.7955409 0.0000000 0.000 0.844 2.253

1 -2 0.000 0.7955409 0.0000000 0.500 1.344 2.753

2 - 3 0.004 0.7955409 0.0027895 1.000 1.844 3.253

3 - 4 46.428 0.7955409 36.9357141 1.500 2.344 3.753

4 - 5 5.220 0.7955409 4.1527233 2.000 2.844 4.253

5 - 6 0.120 0.7955409 0.0954649 2.500 3.344 4.753

6 - 12 0.000 0.3206478 0.0000000 3.000 5.094 8.591

12 - 24 0.000 0.1868215 0.0000000 6.000 9.594 15.596

SAN ANDRES



CUENCA TOTAL








0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 3.228 1 0.000 0.000 0.000

2 0.125 0.054 20.921

LONGITUD (KM) = 3.753 3 0.250 0.107 33.781

4 0.375 0.161 46.637

PENDIENTE (%) = 7.4730 5 0.500 0.215 54.486

6 0.625 0.268 62.330

N = 81.890 7 0.750 0.322 63.822

8 0.875 0.375 65.310

N Húmeda = 91.5 9 1.000 0.429 64.389

10 1.125 0.483 55.99311 1.250 0.536 49.97912 1.375 0.590 43.966

13 1.500 0.644 37.821

(Tr/Y) = 8.4841 14 1.625 0.697 31.676

15 1.750 0.751 26.676

Tr = 0.4290 16 1.875 0.804 21.672

17 2.000 0.858 17.879

Y = 3.0339 18 2.125 0.912 14.086

19 2.250 0.965 11.50320 2.375 1.019 8.92021 2.500 1.073 7.15922 2.625 1.126 5.39723 2.750 1.180 4.422

24 2.875 1.233 3.442


26 3.125 1.341 1.900


28 3.375 1.448 1.129


30 3.625 1.555 0.744

P(d) y Tr (mm) = 68.065 31 3.750 1.609 0.567

32 3.875 1.662 0.385

Pe (mm) = 46.154 33 4.000 1.716 0.374

34 4.125 1.770 0.35935 4.250 1.823 0.18136 4.375 1.877 0.000

37 4.500 1.931 0.000


39 4.750 2.038 0.000


41 5.000 2.145 0.000


Y LLUVIA DE DISEÑO





CUENCA TOTAL




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 3.22806

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.475 0.081 6.991


e 0.60 0.66 0.950 0.280 24.286

N = 81.890 f 0.70 0.82 1.109 0.348 30.173

g 0.80 0.93 1.267 0.394 34.221

h 0.90 0.99 1.426 0.420 36.429

i 1.00 1.00 1.584 0.424 36.797

j 1.10 0.99 1.742 0.420 36.429


l 1.30 0.86 2.059 0.365 31.645

LLUVIA TOTAL (cm) = 93.226 m 1.50 0.68 2.376 0.288 25.022

n 1.70 0.46 2.693 0.195 16.927


p 2.20 0.21 3.485 0.089 7.727


r 3.20 0.04 5.069 0.017 1.472




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=50 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 3.23 Km2








0 -1 85.260 85.260 2.830 2.830 0.000 0.000 3.000 2.830

1 -2 94.130 8.870 4.180 7.010 0.000 0.000 3.000 4.180

2 - 3 99.750 5.620 5.620 12.630 0.034 0.034 3.000 5.586

3 - 4 103.930 4.180 85.260 97.890 52.575 52.541 3.000 32.719

4 - 5 107.300 3.370 8.870 106.760 60.153 7.578 3.000 1.292

5 - 6 110.130 2.830 3.370 110.130 63.071 2.918 3.000 0.452

6 - 12 121.600 11.470 11.470 121.600 73.140 10.069 18.000 1.401

12 - 24 134.260 12.660 12.660 134.260 84.461 11.321 18.000 1.339

CALCULOS





qp= 0.7955409 m3/s/mm qp= 0.3206478 m

3/s/mm qp= 0.1868215 m

3/s/mm




0 -1 0.000 0.7955409 0.0000000 0.000 0.844 2.253

1 -2 0.000 0.7955409 0.0000000 0.500 1.344 2.753

2 - 3 0.034 0.7955409 0.0269143 1.000 1.844 3.253

3 - 4 52.541 0.7955409 41.7987461 1.500 2.344 3.753

4 - 5 5.870 0.7955409 4.6698248 2.000 2.844 4.253

5 - 6 0.370 0.7955409 0.2943501 2.500 3.344 4.753

6 - 12 0.000 0.3206478 0.0000000 3.000 5.094 8.591

12 - 24 0.000 0.1868215 0.0000000 6.000 9.594 15.596

SAN ANDRES



CUENCA TOTAL








0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 3.228 1 0.000 0.000 0.000

2 0.125 0.054 23.247

LONGITUD (KM) = 3.753 3 0.250 0.107 37.537

4 0.375 0.161 51.823

PENDIENTE (%) = 7.4730 5 0.500 0.215 60.544

6 0.625 0.268 69.261

N = 81.890 7 0.750 0.322 70.919

8 0.875 0.375 72.572

N Húmeda = 91.5 9 1.000 0.429 71.549

10 1.125 0.483 62.21911 1.250 0.536 55.53712 1.375 0.590 48.854

13 1.500 0.644 42.026

(Tr/Y) = 8.4841 14 1.625 0.697 35.198

15 1.750 0.751 29.642

Tr = 0.4290 16 1.875 0.804 24.082

17 2.000 0.858 19.867

Y = 3.0339 18 2.125 0.912 15.652

19 2.250 0.965 12.78220 2.375 1.019 9.91221 2.500 1.073 7.95522 2.625 1.126 5.99723 2.750 1.180 4.913

24 2.875 1.233 3.825


26 3.125 1.341 2.112


28 3.375 1.448 1.255


30 3.625 1.555 0.827

P(d) y Tr (mm) = 73.579 31 3.750 1.609 0.630

32 3.875 1.662 0.428

Pe (mm) = 51.286 33 4.000 1.716 0.416

34 4.125 1.770 0.39835 4.250 1.823 0.20136 4.375 1.877 0.000

37 4.500 1.931 0.000


39 4.750 2.038 0.000


41 5.000 2.145 0.000


Y LLUVIA DE DISEÑO





CUENCA TOTAL




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 3.22806

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.475 0.081 7.845


e 0.60 0.66 0.950 0.280 27.250

N = 81.890 f 0.70 0.82 1.109 0.348 33.856

g 0.80 0.93 1.267 0.394 38.397

h 0.90 0.99 1.426 0.420 40.875

i 1.00 1.00 1.584 0.424 41.287

j 1.10 0.99 1.742 0.420 40.875


l 1.30 0.86 2.059 0.365 35.507

LLUVIA TOTAL (cm) = 103.851 m 1.50 0.68 2.376 0.288 28.075

n 1.70 0.46 2.693 0.195 18.992


p 2.20 0.21 3.485 0.089 8.670


r 3.20 0.04 5.069 0.017 1.651




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=100 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 3.23 Km2








0 -1 98.460 98.460 3.270 3.270 0.000 0.000 3.000 3.270

1 -2 108.710 10.250 4.840 8.110 0.000 0.000 3.000 4.840

2 - 3 115.190 6.480 6.480 14.590 0.189 0.189 3.000 6.291

3 - 4 120.030 4.840 98.460 113.050 65.615 65.426 3.000 33.034

4 - 5 123.920 3.890 10.250 123.300 74.648 9.033 3.000 1.217

5 - 6 127.190 3.270 3.890 127.190 78.115 3.466 3.000 0.424

6 - 12 140.430 13.240 13.240 140.430 90.045 11.931 18.000 1.309

12 - 24 155.050 14.620 14.620 155.050 103.421 13.376 18.000 1.244

CALCULOS





qp= 0.7955409 m3/s/mm qp= 0.3206478 m

3/s/mm qp= 0.1868215 m

3/s/mm




0 -1 0.000 0.7955409 0.0000000 0.000 0.844 2.253

1 -2 0.000 0.7955409 0.0000000 0.500 1.344 2.753

2 - 3 0.189 0.7955409 0.1504783 1.000 1.844 3.253

3 - 4 65.426 0.7955409 52.0491515 1.500 2.344 3.753

4 - 5 7.250 0.7955409 5.7676712 2.000 2.844 4.253

5 - 6 0.890 0.7955409 0.7080314 2.500 3.344 4.753

6 - 12 0.000 0.3206478 0.0000000 3.000 5.094 8.591

12 - 24 0.000 0.1868215 0.0000000 6.000 9.594 15.596

SAN ANDRES



CUENCA TOTAL








0.00

10.00

20.00

30.00

40.00

50.00

60.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 3.228 1 0.000 0.000 0.000

2 0.125 0.054 28.111

LONGITUD (KM) = 3.753 3 0.250 0.107 45.391

4 0.375 0.161 62.666

PENDIENTE (%) = 7.4730 5 0.500 0.215 73.213

6 0.625 0.268 83.754

N = 81.890 7 0.750 0.322 85.758

8 0.875 0.375 87.758

N Húmeda = 91.5 9 1.000 0.429 86.520

10 1.125 0.483 75.23811 1.250 0.536 67.15712 1.375 0.590 59.077

13 1.500 0.644 50.820

(Tr/Y) = 8.4841 14 1.625 0.697 42.563

15 1.750 0.751 35.845

Tr = 0.4290 16 1.875 0.804 29.121

17 2.000 0.858 24.024

Y = 3.0339 18 2.125 0.912 18.927

19 2.250 0.965 15.45720 2.375 1.019 11.98621 2.500 1.073 9.61922 2.625 1.126 7.25223 2.750 1.180 5.941

24 2.875 1.233 4.626


26 3.125 1.341 2.554


28 3.375 1.448 1.518


30 3.625 1.555 1.000

P(d) y Tr (mm) = 84.971 31 3.750 1.609 0.761

32 3.875 1.662 0.518

Pe (mm) = 62.018 33 4.000 1.716 0.502

34 4.125 1.770 0.48235 4.250 1.823 0.24336 4.375 1.877 0.000

37 4.500 1.931 0.000


39 4.750 2.038 0.000


41 5.000 2.145 0.000


Y LLUVIA DE DISEÑO





CUENCA TOTAL




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 3.22806

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.475 0.081 9.827


e 0.60 0.66 0.950 0.280 34.134

N = 81.890 f 0.70 0.82 1.109 0.348 42.410

g 0.80 0.93 1.267 0.394 48.099

h 0.90 0.99 1.426 0.420 51.202

i 1.00 1.00 1.584 0.424 51.719

j 1.10 0.99 1.742 0.420 51.202


l 1.30 0.86 2.059 0.365 44.478

LLUVIA TOTAL (cm) = 128.515 m 1.50 0.68 2.376 0.288 35.169

n 1.70 0.46 2.693 0.195 23.791


p 2.20 0.21 3.485 0.089 10.861


r 3.20 0.04 5.069 0.017 2.069




SAN ANDRES


t q


(t/Tp) q/qp

0.00

10.00

20.00

30.00

40.00

50.00

60.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=500 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 3.23 Km2








0 -1 103.000 103.000 3.420 3.420 0.000 0.000 3.000 3.420

1 -2 113.730 10.730 5.060 8.480 0.000 0.000 3.000 5.060

2 - 3 120.510 6.780 6.780 15.260 0.269 0.269 3.000 6.511

3 - 4 125.570 5.060 103.000 118.260 70.188 69.918 3.000 33.082

4 - 5 129.640 4.070 10.730 128.990 79.725 9.537 3.000 1.193

5 - 6 133.060 3.420 4.070 133.060 83.380 3.655 3.000 0.415

6 - 12 146.910 13.850 13.850 146.910 95.950 12.570 18.000 1.280

12 - 24 162.210 15.300 15.300 162.210 110.036 14.085 18.000 1.215

CALCULOS





qp= 0.7955409 m3/s/mm qp= 0.3206478 m

3/s/mm qp= 0.1868215 m

3/s/mm




0 -1 0.000 0.7955409 0.0000000 0.000 0.844 2.253

1 -2 0.000 0.7955409 0.0000000 0.500 1.344 2.753

2 - 3 0.269 0.7955409 0.2141587 1.000 1.844 3.253

3 - 4 69.918 0.7955409 55.6230087 1.500 2.344 3.753

4 - 5 7.730 0.7955409 6.1495308 2.000 2.844 4.253

5 - 6 1.070 0.7955409 0.8512287 2.500 3.344 4.753

6 - 12 0.000 0.3206478 0.0000000 3.000 5.094 8.591

12 - 24 0.000 0.1868215 0.0000000 6.000 9.594 15.596

SAN ANDRES



CUENCA TOTAL








0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 3.228 1 0.000 0.000 0.000

2 0.125 0.054 29.799

LONGITUD (KM) = 3.753 3 0.250 0.107 48.116

4 0.375 0.161 66.429

PENDIENTE (%) = 7.4730 5 0.500 0.215 77.608

6 0.625 0.268 88.782

N = 81.890 7 0.750 0.322 90.907

8 0.875 0.375 93.026

N Húmeda = 91.5 9 1.000 0.429 91.714

10 1.125 0.483 79.75511 1.250 0.536 71.18912 1.375 0.590 62.623

13 1.500 0.644 53.871

(Tr/Y) = 8.4841 14 1.625 0.697 45.118

15 1.750 0.751 37.997

Tr = 0.4290 16 1.875 0.804 30.870

17 2.000 0.858 25.467

Y = 3.0339 18 2.125 0.912 20.064

19 2.250 0.965 16.38520 2.375 1.019 12.70621 2.500 1.073 10.19722 2.625 1.126 7.68723 2.750 1.180 6.298

24 2.875 1.233 4.903


26 3.125 1.341 2.707


28 3.375 1.448 1.609


30 3.625 1.555 1.060

P(d) y Tr (mm) = 88.889 31 3.750 1.609 0.807

32 3.875 1.662 0.549

Pe (mm) = 65.741 33 4.000 1.716 0.533

34 4.125 1.770 0.51135 4.250 1.823 0.25836 4.375 1.877 0.000

37 4.500 1.931 0.000


39 4.750 2.038 0.000


41 5.000 2.145 0.000


Y LLUVIA DE DISEÑO





CUENCA TOTAL




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 3.22806

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.475 0.081 10.680


e 0.60 0.66 0.950 0.280 37.100

N = 81.890 f 0.70 0.82 1.109 0.348 46.093

g 0.80 0.93 1.267 0.394 52.277

h 0.90 0.99 1.426 0.420 55.649

i 1.00 1.00 1.584 0.424 56.211

j 1.10 0.99 1.742 0.420 55.649


l 1.30 0.86 2.059 0.365 48.342

LLUVIA TOTAL (cm) = 139.131 m 1.50 0.68 2.376 0.288 38.224

n 1.70 0.46 2.693 0.195 25.857


p 2.20 0.21 3.485 0.089 11.804


r 3.20 0.04 5.069 0.017 2.248




SAN ANDRES


t q


(t/Tp) q/qp

0.00

10.00

20.00

30.00

40.00

50.00

60.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=1000 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 2.26 Km2








0 -1 55.260 55.260 1.830 1.830 0.000 0.000 3.000 1.830

1 -2 61.010 5.750 2.710 4.540 0.000 0.000 3.000 2.710

2 - 3 64.650 3.640 3.640 8.180 0.000 0.000 3.000 3.640

3 - 4 67.360 2.710 55.260 63.440 25.133 25.133 3.000 30.127

4 - 5 69.550 2.190 5.750 69.190 29.415 4.282 3.000 1.468

5 - 6 71.380 1.830 2.190 71.380 31.084 1.669 3.000 0.521

6 - 12 78.810 7.430 7.430 78.810 36.884 5.800 18.000 1.630

12 - 24 87.020 8.210 8.210 87.020 43.506 6.622 18.000 1.588

CALCULOS





qp= 0.5947144 m3/s/mm qp= 0.2300916 m

3/s/mm qp= 0.1325621 m

3/s/mm




0 -1 0.000 0.5947144 0.0000000 0.000 0.789 2.106

1 -2 0.000 0.5947144 0.0000000 0.500 1.289 2.606

2 - 3 0.000 0.5947144 0.0000000 1.000 1.789 3.106

3 - 4 25.133 0.5947144 14.9470138 1.500 2.289 3.606

4 - 5 2.750 0.5947144 1.6354646 2.000 2.789 4.106

5 - 6 0.000 0.5947144 0.0000000 2.500 3.289 4.606

6 - 12 0.000 0.2300916 0.0000000 3.000 5.039 8.444

12 - 24 0.000 0.1325621 0.0000000 6.000 9.539 15.449

SAN ANDRES



CUENCA 1





PUNTO DE CONTROL: _CUENCA 1



0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

16.00

18.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 2.255 1 0.000 0.000 0.000

2 0.125 0.048 10.137

LONGITUD (KM) = 3.339 3 0.250 0.096 16.117

4 0.375 0.143 22.100

PENDIENTE (%) = 8.5230 5 0.500 0.191 25.470

6 0.625 0.239 28.842

N = 81.880 7 0.750 0.287 29.210

8 0.875 0.334 29.579

N Húmeda = 91.5 9 1.000 0.382 29.062

10 1.125 0.430 25.04311 1.250 0.478 22.32412 1.375 0.526 19.604

13 1.500 0.573 16.875

(Tr/Y) = 7.6566 14 1.625 0.621 14.149

15 1.750 0.669 11.945

Tr = 0.3822 16 1.875 0.717 9.742

17 2.000 0.764 8.064

Y = 2.9951 18 2.125 0.812 6.388

19 2.250 0.860 5.23920 2.375 0.908 4.08921 2.500 0.956 3.29122 2.625 1.003 2.49423 2.750 1.051 2.050

24 2.875 1.099 1.606


26 3.125 1.194 0.895


28 3.375 1.290 0.539


30 3.625 1.385 0.360

P(d) y Tr (mm) = 46.74 31 3.750 1.433 0.270

32 3.875 1.481 0.180

Pe (mm) = 26.910 33 4.000 1.529 0.178

34 4.125 1.577 0.17835 4.250 1.624 0.09036 4.375 1.672 0.002

37 4.500 1.720 0.002


39 4.750 1.815 0.002


41 5.000 1.911 0.000


Y LLUVIA DE DISEÑO





CUENCA 1




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 2.25534

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.431 0.062 3.106


e 0.60 0.66 0.862 0.215 10.788

N = 81.880 f 0.70 0.82 1.006 0.268 13.404

g 0.80 0.93 1.149 0.304 15.202

h 0.90 0.99 1.293 0.323 16.183

i 1.00 1.00 1.437 0.326 16.346

j 1.10 0.99 1.580 0.323 16.183


l 1.30 0.86 1.868 0.281 14.058

LLUVIA TOTAL (cm) = 56.291 m 1.50 0.68 2.155 0.222 11.115

n 1.70 0.46 2.443 0.150 7.519


p 2.20 0.21 3.161 0.069 3.433


r 3.20 0.04 4.598 0.013 0.654


HIDROGRAMA UNITARIO ADIMENSIONAL SOIL CONSERVATION SERVICECUENCA 1


SAN ANDRES


t q


(t/Tp) q/qp

0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

16.00

18.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=5 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 2.26 Km2








0 -1 62.850 62.850 2.090 2.090 0.000 0.000 3.000 2.090

1 -2 69.400 6.550 2.980 5.070 0.000 0.000 3.000 2.980

2 - 3 73.540 4.140 4.140 9.210 0.000 0.000 3.000 4.140

3 - 4 76.520 2.980 62.850 72.060 31.606 31.606 3.000 31.244

4 - 5 79.100 2.580 6.550 78.610 36.725 5.119 3.000 1.431

5 - 6 81.190 2.090 2.580 81.190 38.782 2.057 3.000 0.523

6 - 12 89.650 8.460 8.460 89.650 45.669 6.886 18.000 1.574

12 - 24 98.980 9.330 9.330 98.980 53.477 7.809 18.000 1.521

CALCULOS





qp= 0.5947144 m3/s/mm qp= 0.2300916 m

3/s/mm qp= 0.1325621 m

3/s/mm




0 -1 0.000 0.5947144 0.0000000 0.000 0.789 2.106

1 -2 0.000 0.5947144 0.0000000 0.500 1.289 2.606

2 - 3 0.000 0.5947144 0.0000000 1.000 1.789 3.106

3 - 4 31.606 0.5947144 18.7967416 1.500 2.289 3.606

4 - 5 3.550 0.5947144 2.1112361 2.000 2.789 4.106

5 - 6 0.000 0.5947144 0.0000000 2.500 3.289 4.606

6 - 12 0.000 0.2300916 0.0000000 3.000 5.039 8.444

12 - 24 0.000 0.1325621 0.0000000 6.000 9.539 15.449

SAN ANDRES



CUENCA 1








0.00

5.00

10.00

15.00

20.00

25.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 2.255 1 0.000 0.000 0.000

2 0.125 0.048 12.270

LONGITUD (KM) = 3.339 3 0.250 0.096 19.510

4 0.375 0.143 26.751

PENDIENTE (%) = 8.5230 5 0.500 0.191 30.831

6 0.625 0.239 34.912

N = 81.880 7 0.750 0.287 35.358

8 0.875 0.334 35.804

N Húmeda = 91.5 9 1.000 0.382 35.179

10 1.125 0.430 30.31411 1.250 0.478 27.02212 1.375 0.526 23.730

13 1.500 0.573 20.427

(Tr/Y) = 7.6566 14 1.625 0.621 17.127

15 1.750 0.669 14.459

Tr = 0.3822 16 1.875 0.717 11.792

17 2.000 0.764 9.761

Y = 2.9951 18 2.125 0.812 7.732

19 2.250 0.860 6.34120 2.375 0.908 4.95021 2.500 0.956 3.98322 2.625 1.003 3.01923 2.750 1.051 2.481

24 2.875 1.099 1.944


26 3.125 1.194 1.084


28 3.375 1.290 0.653


30 3.625 1.385 0.435

P(d) y Tr (mm) = 53.16 31 3.750 1.433 0.326

32 3.875 1.481 0.218

Pe (mm) = 32.574 33 4.000 1.529 0.215

34 4.125 1.577 0.21535 4.250 1.624 0.10936 4.375 1.672 0.002

37 4.500 1.720 0.002


39 4.750 1.815 0.002


41 5.000 1.911 0.000


Y LLUVIA DE DISEÑO





CUENCA 1




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 2.25534

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.431 0.062 3.741


e 0.60 0.66 0.862 0.215 12.996

N = 81.880 f 0.70 0.82 1.006 0.268 16.147

g 0.80 0.93 1.149 0.304 18.313

h 0.90 0.99 1.293 0.323 19.495

i 1.00 1.00 1.437 0.326 19.692

j 1.10 0.99 1.580 0.323 19.495


l 1.30 0.86 1.868 0.281 16.935

LLUVIA TOTAL (cm) = 66.613 m 1.50 0.68 2.155 0.222 13.390

n 1.70 0.46 2.443 0.150 9.058


p 2.20 0.21 3.161 0.069 4.135


r 3.20 0.04 4.598 0.013 0.788




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=10 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 2.26 Km2








0 -1 69.970 69.970 2.330 2.330 0.000 0.000 3.000 2.330

1 -2 77.260 7.290 3.440 5.770 0.000 0.000 3.000 3.440

2 - 3 81.860 4.600 4.600 10.370 0.000 0.000 3.000 4.600

3 - 4 85.300 3.440 69.970 80.340 38.102 38.102 3.000 31.868

4 - 5 88.060 2.760 7.290 87.630 44.006 5.904 3.000 1.386

5 - 6 90.390 2.330 2.760 90.390 46.280 2.274 3.000 0.486

6 - 12 99.800 9.410 9.410 99.800 54.173 7.893 18.000 1.517

12 - 24 110.190 10.390 10.390 110.190 63.101 8.929 18.000 1.461

CALCULOS





qp= 0.5947144 m3/s/mm qp= 0.2300916 m

3/s/mm qp= 0.1325621 m

3/s/mm




0 -1 0.000 0.5947144 0.0000000 0.000 0.789 2.106

1 -2 0.000 0.5947144 0.0000000 0.500 1.289 2.606

2 - 3 0.000 0.5947144 0.0000000 1.000 1.789 3.106

3 - 4 38.102 0.5947144 22.6600193 1.500 2.289 3.606

4 - 5 4.290 0.5947144 2.5513248 2.000 2.789 4.106

5 - 6 0.000 0.5947144 0.0000000 2.500 3.289 4.606

6 - 12 0.000 0.2300916 0.0000000 3.000 5.039 8.444

12 - 24 0.000 0.1325621 0.0000000 6.000 9.539 15.449

SAN ANDRES



CUENCA 1








0.00

5.00

10.00

15.00

20.00

25.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 2.255 1 0.000 0.000 0.000

2 0.125 0.048 14.314

LONGITUD (KM) = 3.339 3 0.250 0.096 22.759

4 0.375 0.143 31.207

PENDIENTE (%) = 8.5230 5 0.500 0.191 35.966

6 0.625 0.239 40.728

N = 81.880 7 0.750 0.287 41.248

8 0.875 0.334 41.768

N Húmeda = 91.5 9 1.000 0.382 41.039

10 1.125 0.430 35.36411 1.250 0.478 31.52312 1.375 0.526 27.683

13 1.500 0.573 23.830

(Tr/Y) = 7.6566 14 1.625 0.621 19.979

15 1.750 0.669 16.868

Tr = 0.3822 16 1.875 0.717 13.757

17 2.000 0.764 11.387

Y = 2.9951 18 2.125 0.812 9.020

19 2.250 0.860 7.39720 2.375 0.908 5.77421 2.500 0.956 4.64722 2.625 1.003 3.52223 2.750 1.051 2.895

24 2.875 1.099 2.267


26 3.125 1.194 1.264


28 3.375 1.290 0.762


30 3.625 1.385 0.508

P(d) y Tr (mm) = 59.182 31 3.750 1.433 0.381

32 3.875 1.481 0.254

Pe (mm) = 38.000 33 4.000 1.529 0.251

34 4.125 1.577 0.25135 4.250 1.624 0.12736 4.375 1.672 0.002

37 4.500 1.720 0.002


39 4.750 1.815 0.002


41 5.000 1.911 0.000


Y LLUVIA DE DISEÑO





CUENCA 1




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 2.25534

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.431 0.062 4.378


e 0.60 0.66 0.862 0.215 15.209

N = 81.880 f 0.70 0.82 1.006 0.268 18.896

g 0.80 0.93 1.149 0.304 21.430

h 0.90 0.99 1.293 0.323 22.813

i 1.00 1.00 1.437 0.326 23.043

j 1.10 0.99 1.580 0.323 22.813


l 1.30 0.86 1.868 0.281 19.817

LLUVIA TOTAL (cm) = 76.935 m 1.50 0.68 2.155 0.222 15.670

n 1.70 0.46 2.443 0.150 10.600


p 2.20 0.21 3.161 0.069 4.839


r 3.20 0.04 4.598 0.013 0.922




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=20 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 2.26 Km2








0 -1 72.190 72.190 2.400 2.400 0.000 0.000 3.000 2.400

1 -2 79.700 7.510 3.540 5.940 0.000 0.000 3.000 3.540

2 - 3 84.460 4.760 4.760 10.700 0.000 0.000 3.000 4.760

3 - 4 88.000 3.540 72.190 82.890 40.149 40.149 3.000 32.041

4 - 5 90.850 2.850 7.510 90.400 46.289 6.139 3.000 1.371

5 - 6 93.250 2.400 2.850 93.250 48.657 2.369 3.000 0.481

6 - 12 102.960 9.710 9.710 102.960 56.867 8.210 18.000 1.500

12 - 24 113.680 10.720 10.720 113.680 66.144 9.277 18.000 1.443

CALCULOS





qp= 0.5947144 m3/s/mm qp= 0.2300916 m

3/s/mm qp= 0.1325621 m

3/s/mm




0 -1 0.000 0.5947144 0.0000000 0.000 0.789 2.106

1 -2 0.000 0.5947144 0.0000000 0.500 1.289 2.606

2 - 3 0.000 0.5947144 0.0000000 1.000 1.789 3.106

3 - 4 40.149 0.5947144 23.8774732 1.500 2.289 3.606

4 - 5 4.510 0.5947144 2.6821620 2.000 2.789 4.106

5 - 6 0.000 0.5947144 0.0000000 2.500 3.289 4.606

6 - 12 0.000 0.2300916 0.0000000 3.000 5.039 8.444

12 - 24 0.000 0.1325621 0.0000000 6.000 9.539 15.449

SAN ANDRES



CUENCA 1








0.00

5.00

10.00

15.00

20.00

25.00

30.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 2.255 1 0.000 0.000 0.000

2 0.125 0.048 14.959

LONGITUD (KM) = 3.339 3 0.250 0.096 23.784

4 0.375 0.143 32.612

PENDIENTE (%) = 8.5230 5 0.500 0.191 37.585

6 0.625 0.239 42.561

N = 81.880 7 0.750 0.287 43.104

8 0.875 0.334 43.648

N Húmeda = 91.5 9 1.000 0.382 42.886

10 1.125 0.430 36.95611 1.250 0.478 32.94212 1.375 0.526 28.929

13 1.500 0.573 24.902

(Tr/Y) = 7.6566 14 1.625 0.621 20.879

15 1.750 0.669 17.627

Tr = 0.3822 16 1.875 0.717 14.376

17 2.000 0.764 11.900

Y = 2.9951 18 2.125 0.812 9.426

19 2.250 0.860 7.73020 2.375 0.908 6.03421 2.500 0.956 4.85622 2.625 1.003 3.68023 2.750 1.051 3.025

24 2.875 1.099 2.370


26 3.125 1.194 1.321


28 3.375 1.290 0.796


30 3.625 1.385 0.531

P(d) y Tr (mm) = 61.06 31 3.750 1.433 0.398

32 3.875 1.481 0.265

Pe (mm) = 39.710 33 4.000 1.529 0.263

34 4.125 1.577 0.26335 4.250 1.624 0.13336 4.375 1.672 0.003

37 4.500 1.720 0.003


39 4.750 1.815 0.003


41 5.000 1.911 0.000


Y LLUVIA DE DISEÑO





CUENCA 1




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 2.25534

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.431 0.062 4.583


e 0.60 0.66 0.862 0.215 15.920

N = 81.880 f 0.70 0.82 1.006 0.268 19.779

g 0.80 0.93 1.149 0.304 22.433

h 0.90 0.99 1.293 0.323 23.880

i 1.00 1.00 1.437 0.326 24.121

j 1.10 0.99 1.580 0.323 23.880


l 1.30 0.86 1.868 0.281 20.744

LLUVIA TOTAL (cm) = 80.252 m 1.50 0.68 2.155 0.222 16.402

n 1.70 0.46 2.443 0.150 11.096


p 2.20 0.21 3.161 0.069 5.065


r 3.20 0.04 4.598 0.013 0.965




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

30.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=25 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 2.26 Km2








0 -1 78.870 78.870 2.620 2.620 0.000 0.000 3.000 2.620

1 -2 87.090 8.220 3.870 6.490 0.000 0.000 3.000 3.870

2 - 3 92.280 5.190 5.190 11.680 0.003 0.003 3.000 5.187

3 - 4 96.150 3.870 78.870 90.550 46.413 46.409 3.000 32.461

4 - 5 99.270 3.120 8.220 98.770 53.299 6.887 3.000 1.333

5 - 6 101.890 2.620 3.120 101.890 55.952 2.653 3.000 0.467

6 - 12 112.500 10.610 10.610 112.500 65.113 9.160 18.000 1.450

12 - 24 124.210 11.710 11.710 124.210 75.434 10.321 18.000 1.389

CALCULOS





qp= 0.5947144 m3/s/mm qp= 0.2300916 m

3/s/mm qp= 0.1325621 m

3/s/mm




0 -1 0.000 0.5947144 0.0000000 0.000 0.789 2.106

1 -2 0.000 0.5947144 0.0000000 0.500 1.289 2.606

2 - 3 0.003 0.5947144 0.0020139 1.000 1.789 3.106

3 - 4 46.409 0.5947144 27.6002793 1.500 2.289 3.606

4 - 5 5.220 0.5947144 3.1044092 2.000 2.789 4.106

5 - 6 0.120 0.5947144 0.0713657 2.500 3.289 4.606

6 - 12 0.000 0.2300916 0.0000000 3.000 5.039 8.444

12 - 24 0.000 0.1325621 0.0000000 6.000 9.539 15.449

SAN ANDRES



CUENCA 1








0.00

5.00

10.00

15.00

20.00

25.00

30.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 2.255 1 0.000 0.000 0.000

2 0.125 0.048 16.914

LONGITUD (KM) = 3.339 3 0.250 0.096 26.892

4 0.375 0.143 36.874

PENDIENTE (%) = 8.5230 5 0.500 0.191 42.497

6 0.625 0.239 48.124

N = 81.880 7 0.750 0.287 48.738

8 0.875 0.334 49.353

N Húmeda = 91.5 9 1.000 0.382 48.491

10 1.125 0.430 41.78611 1.250 0.478 37.24812 1.375 0.526 32.710

13 1.500 0.573 28.157

(Tr/Y) = 7.6566 14 1.625 0.621 23.607

15 1.750 0.669 19.931

Tr = 0.3822 16 1.875 0.717 16.255

17 2.000 0.764 13.455

Y = 2.9951 18 2.125 0.812 10.658

19 2.250 0.860 8.74120 2.375 0.908 6.82321 2.500 0.956 5.49122 2.625 1.003 4.16223 2.750 1.051 3.420

24 2.875 1.099 2.679


26 3.125 1.194 1.494


28 3.375 1.290 0.900


30 3.625 1.385 0.600

P(d) y Tr (mm) = 66.71 31 3.750 1.433 0.450

32 3.875 1.481 0.300

Pe (mm) = 44.900 33 4.000 1.529 0.297

34 4.125 1.577 0.29735 4.250 1.624 0.15036 4.375 1.672 0.003

37 4.500 1.720 0.003


39 4.750 1.815 0.003


41 5.000 1.911 0.000


Y LLUVIA DE DISEÑO





CUENCA 1




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 2.25534

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.431 0.062 5.221


e 0.60 0.66 0.862 0.215 18.136

N = 81.880 f 0.70 0.82 1.006 0.268 22.532

g 0.80 0.93 1.149 0.304 25.555

h 0.90 0.99 1.293 0.323 27.203

i 1.00 1.00 1.437 0.326 27.478

j 1.10 0.99 1.580 0.323 27.203


l 1.30 0.86 1.868 0.281 23.631

LLUVIA TOTAL (cm) = 90.574 m 1.50 0.68 2.155 0.222 18.685

n 1.70 0.46 2.443 0.150 12.640


p 2.20 0.21 3.161 0.069 5.770


r 3.20 0.04 4.598 0.013 1.099




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

30.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=50 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 2.26 Km2








0 -1 85.260 85.260 2.830 2.830 0.000 0.000 3.000 2.830

1 -2 94.130 8.870 4.180 7.010 0.000 0.000 3.000 4.180

2 - 3 99.750 5.620 5.620 12.630 0.033 0.033 3.000 5.587

3 - 4 103.930 4.180 85.260 97.890 52.555 52.521 3.000 32.739

4 - 5 107.300 3.370 8.870 106.760 60.132 7.577 3.000 1.293

5 - 6 110.130 2.830 3.370 110.130 63.049 2.918 3.000 0.452

6 - 12 121.600 11.470 11.470 121.600 73.117 10.067 18.000 1.403

12 - 24 134.260 12.660 12.660 134.260 84.437 11.320 18.000 1.340

CALCULOS





qp= 0.5947144 m3/s/mm qp= 0.2300916 m

3/s/mm qp= 0.1325621 m

3/s/mm




0 -1 0.000 0.5947144 0.0000000 0.000 0.789 2.106

1 -2 0.000 0.5947144 0.0000000 0.500 1.289 2.606

2 - 3 0.033 0.5947144 0.0198917 1.000 1.789 3.106

3 - 4 52.521 0.5947144 31.2351940 1.500 2.289 3.606

4 - 5 5.870 0.5947144 3.4909735 2.000 2.789 4.106

5 - 6 0.370 0.5947144 0.2200443 2.500 3.289 4.606

6 - 12 0.000 0.2300916 0.0000000 3.000 5.039 8.444

12 - 24 0.000 0.1325621 0.0000000 6.000 9.539 15.449

SAN ANDRES



CUENCA 1








0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 2.255 1 0.000 0.000 0.000

2 0.125 0.048 18.804

LONGITUD (KM) = 3.339 3 0.250 0.096 29.898

4 0.375 0.143 40.995

PENDIENTE (%) = 8.5230 5 0.500 0.191 47.247

6 0.625 0.239 53.501

N = 81.880 7 0.750 0.287 54.185

8 0.875 0.334 54.868

N Húmeda = 91.5 9 1.000 0.382 53.910

10 1.125 0.430 46.45511 1.250 0.478 41.41012 1.375 0.526 36.365

13 1.500 0.573 31.304

(Tr/Y) = 7.6566 14 1.625 0.621 26.246

15 1.750 0.669 22.158

Tr = 0.3822 16 1.875 0.717 18.071

17 2.000 0.764 14.959

Y = 2.9951 18 2.125 0.812 11.849

19 2.250 0.860 9.71720 2.375 0.908 7.58621 2.500 0.956 6.10422 2.625 1.003 4.62723 2.750 1.051 3.803

24 2.875 1.099 2.979


26 3.125 1.194 1.661


28 3.375 1.290 1.001


30 3.625 1.385 0.667

P(d) y Tr (mm) = 72.114 31 3.750 1.433 0.500

32 3.875 1.481 0.334

Pe (mm) = 49.918 33 4.000 1.529 0.330

34 4.125 1.577 0.33035 4.250 1.624 0.16736 4.375 1.672 0.003

37 4.500 1.720 0.003


39 4.750 1.815 0.003


41 5.000 1.911 0.000


Y LLUVIA DE DISEÑO





CUENCA 1




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 2.25534

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.431 0.062 5.859


e 0.60 0.66 0.862 0.215 20.353

N = 81.880 f 0.70 0.82 1.006 0.268 25.287

g 0.80 0.93 1.149 0.304 28.679

h 0.90 0.99 1.293 0.323 30.529

i 1.00 1.00 1.437 0.326 30.838

j 1.10 0.99 1.580 0.323 30.529


l 1.30 0.86 1.868 0.281 26.520

LLUVIA TOTAL (cm) = 100.896 m 1.50 0.68 2.155 0.222 20.970

n 1.70 0.46 2.443 0.150 14.185


p 2.20 0.21 3.161 0.069 6.476


r 3.20 0.04 4.598 0.013 1.234




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=100 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 2.26 Km2








0 -1 98.460 98.460 3.270 3.270 0.000 0.000 3.000 3.270

1 -2 108.710 10.250 4.840 8.110 0.000 0.000 3.000 4.840

2 - 3 115.190 6.480 6.480 14.590 0.188 0.188 3.000 6.292

3 - 4 120.030 4.840 98.460 113.050 65.593 65.405 3.000 33.055

4 - 5 123.920 3.890 10.250 123.300 74.625 9.032 3.000 1.218

5 - 6 127.190 3.270 3.890 127.190 78.091 3.466 3.000 0.424

6 - 12 140.430 13.240 13.240 140.430 90.020 11.929 18.000 1.311

12 - 24 155.050 14.620 14.620 155.050 103.394 13.374 18.000 1.246

CALCULOS





qp= 0.5947144 m3/s/mm qp= 0.2300916 m

3/s/mm qp= 0.1325621 m

3/s/mm




0 -1 0.000 0.5947144 0.0000000 0.000 0.789 2.106

1 -2 0.000 0.5947144 0.0000000 0.500 1.289 2.606

2 - 3 0.188 0.5947144 0.1119272 1.000 1.789 3.106

3 - 4 65.405 0.5947144 38.8971304 1.500 2.289 3.606

4 - 5 7.250 0.5947144 4.3116794 2.000 2.789 4.106

5 - 6 0.890 0.5947144 0.5292958 2.500 3.289 4.606

6 - 12 0.000 0.2300916 0.0000000 3.000 5.039 8.444

12 - 24 0.000 0.1325621 0.0000000 6.000 9.539 15.449

SAN ANDRES



CUENCA 1








0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 2.255 1 0.000 0.000 0.000

2 0.125 0.048 22.758

LONGITUD (KM) = 3.339 3 0.250 0.096 36.184

4 0.375 0.143 49.615

PENDIENTE (%) = 8.5230 5 0.500 0.191 57.181

6 0.625 0.239 64.751

N = 81.880 7 0.750 0.287 65.578

8 0.875 0.334 66.405

N Húmeda = 91.5 9 1.000 0.382 65.246

10 1.125 0.430 56.22311 1.250 0.478 50.11712 1.375 0.526 44.012

13 1.500 0.573 37.886

(Tr/Y) = 7.6566 14 1.625 0.621 31.764

15 1.750 0.669 26.818

Tr = 0.3822 16 1.875 0.717 21.871

17 2.000 0.764 18.104

Y = 2.9951 18 2.125 0.812 14.341

19 2.250 0.860 11.76120 2.375 0.908 9.18121 2.500 0.956 7.38822 2.625 1.003 5.59923 2.750 1.051 4.602

24 2.875 1.099 3.605


26 3.125 1.194 2.010


28 3.375 1.290 1.211


30 3.625 1.385 0.807

P(d) y Tr (mm) = 83.279 31 3.750 1.433 0.605

32 3.875 1.481 0.404

Pe (mm) = 60.414 33 4.000 1.529 0.400

34 4.125 1.577 0.40035 4.250 1.624 0.20236 4.375 1.672 0.004

37 4.500 1.720 0.004


39 4.750 1.815 0.004


41 5.000 1.911 0.000


Y LLUVIA DE DISEÑO





CUENCA 1




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 2.25534

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.431 0.062 7.342


e 0.60 0.66 0.862 0.215 25.504

N = 81.880 f 0.70 0.82 1.006 0.268 31.687

g 0.80 0.93 1.149 0.304 35.938

h 0.90 0.99 1.293 0.323 38.256

i 1.00 1.00 1.437 0.326 38.643

j 1.10 0.99 1.580 0.323 38.256


l 1.30 0.86 1.868 0.281 33.233

LLUVIA TOTAL (cm) = 124.857 m 1.50 0.68 2.155 0.222 26.277

n 1.70 0.46 2.443 0.150 17.776


p 2.20 0.21 3.161 0.069 8.115


r 3.20 0.04 4.598 0.013 1.546




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=500 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 2.26 Km2








0 -1 103.000 103.000 3.420 3.420 0.000 0.000 3.000 3.420

1 -2 113.730 10.730 5.060 8.480 0.000 0.000 3.000 5.060

2 - 3 120.510 6.780 6.780 15.260 0.268 0.268 3.000 6.512

3 - 4 125.570 5.060 103.000 118.260 70.165 69.897 3.000 33.103

4 - 5 129.640 4.070 10.730 128.990 79.701 9.536 3.000 1.194

5 - 6 133.060 3.420 4.070 133.060 83.356 3.655 3.000 0.415

6 - 12 146.910 13.850 13.850 146.910 95.924 12.569 18.000 1.281

12 - 24 162.210 15.300 15.300 162.210 110.008 14.084 18.000 1.216

CALCULOS





qp= 0.5947144 m3/s/mm qp= 0.2300916 m

3/s/mm qp= 0.1325621 m

3/s/mm




0 -1 0.000 0.5947144 0.0000000 0.000 0.789 2.106

1 -2 0.000 0.5947144 0.0000000 0.500 1.289 2.606

2 - 3 0.268 0.5947144 0.1594141 1.000 1.789 3.106

3 - 4 69.897 0.5947144 41.5685522 1.500 2.289 3.606

4 - 5 7.730 0.5947144 4.5971423 2.000 2.789 4.106

5 - 6 1.070 0.5947144 0.6363444 2.500 3.289 4.606

6 - 12 0.000 0.2300916 0.0000000 3.000 5.039 8.444

12 - 24 0.000 0.1325621 0.0000000 6.000 9.539 15.449

SAN ANDRES



CUENCA 1








0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 2.255 1 0.000 0.000 0.000

2 0.125 0.048 24.130

LONGITUD (KM) = 3.339 3 0.250 0.096 38.366

4 0.375 0.143 52.606

PENDIENTE (%) = 8.5230 5 0.500 0.191 60.629

6 0.625 0.239 68.655

N = 81.880 7 0.750 0.287 69.532

8 0.875 0.334 70.409

N Húmeda = 91.5 9 1.000 0.382 69.180

10 1.125 0.430 59.61311 1.250 0.478 53.13912 1.375 0.526 46.665

13 1.500 0.573 40.170

(Tr/Y) = 7.6566 14 1.625 0.621 33.679

15 1.750 0.669 28.435

Tr = 0.3822 16 1.875 0.717 23.190

17 2.000 0.764 19.196

Y = 2.9951 18 2.125 0.812 15.205

19 2.250 0.860 12.47020 2.375 0.908 9.73421 2.500 0.956 7.83322 2.625 1.003 5.93723 2.750 1.051 4.880

24 2.875 1.099 3.822


26 3.125 1.194 2.131


28 3.375 1.290 1.284


30 3.625 1.385 0.856

P(d) y Tr (mm) = 87.119 31 3.750 1.433 0.642

32 3.875 1.481 0.428

Pe (mm) = 64.057 33 4.000 1.529 0.424

34 4.125 1.577 0.42435 4.250 1.624 0.21436 4.375 1.672 0.004

37 4.500 1.720 0.004


39 4.750 1.815 0.004


41 5.000 1.911 0.000


Y LLUVIA DE DISEÑO





CUENCA 1




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 2.25534

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.431 0.062 7.981


e 0.60 0.66 0.862 0.215 27.723

N = 81.880 f 0.70 0.82 1.006 0.268 34.444

g 0.80 0.93 1.149 0.304 39.065

h 0.90 0.99 1.293 0.323 41.585

i 1.00 1.00 1.437 0.326 42.005

j 1.10 0.99 1.580 0.323 41.585


l 1.30 0.86 1.868 0.281 36.125

LLUVIA TOTAL (cm) = 135.173 m 1.50 0.68 2.155 0.222 28.564

n 1.70 0.46 2.443 0.150 19.322


p 2.20 0.21 3.161 0.069 8.821


r 3.20 0.04 4.598 0.013 1.680




SAN ANDRES


t q


(t/Tp) q/qp

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=1000 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 0.71 Km2








0 -1 55.260 55.260 1.830 1.830 0.000 0.000 3.000 1.830

1 -2 61.010 5.750 2.710 4.540 0.000 0.000 3.000 2.710

2 - 3 64.650 3.640 3.640 8.180 0.000 0.000 3.000 3.640

3 - 4 67.360 2.710 55.260 63.440 24.186 24.186 3.000 31.074

4 - 5 69.550 2.190 5.750 69.190 28.389 4.203 3.000 1.547

5 - 6 71.380 1.830 2.190 71.380 30.029 1.640 3.000 0.550

6 - 12 78.810 7.430 7.430 78.810 35.736 5.707 18.000 1.723

12 - 24 87.020 8.210 8.210 87.020 42.265 6.529 18.000 1.681

CALCULOS





qp= 0.2551033 m3/s/mm qp= 0.0807953 m

3/s/mm qp= 0.0443944 m

3/s/mm




0 -1 0.000 0.2551033 0.0000000 0.000 0.579 1.547

1 -2 0.000 0.2551033 0.0000000 0.500 1.079 2.047

2 - 3 0.000 0.2551033 0.0000000 1.000 1.579 2.547

3 - 4 24.186 0.2551033 6.1698817 1.500 2.079 3.047

4 - 5 2.750 0.2551033 0.7015342 2.000 2.579 3.547

5 - 6 0.000 0.2551033 0.0000000 2.500 3.079 4.047

6 - 12 0.000 0.0807953 0.0000000 3.000 4.829 7.884

12 - 24 0.000 0.0443944 0.0000000 6.000 9.329 14.889

SAN ANDRES



CUENCA 2








0.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 0.711 1 0.000 0.000 0.000

2 0.125 0.034 3.450

LONGITUD (KM) = 2.067 3 0.250 0.068 5.794

4 0.375 0.101 8.138

PENDIENTE (%) = 10.0230 5 0.500 0.135 9.676

6 0.625 0.169 11.213

N = 81.210 7 0.750 0.203 11.490

8 0.875 0.236 11.768

N Húmeda = 91.5 9 1.000 0.270 11.652

10 1.125 0.304 10.28511 1.250 0.338 9.27412 1.375 0.372 8.262

13 1.500 0.405 7.187

(Tr/Y) = 5.5873 14 1.625 0.439 6.112

15 1.750 0.473 5.216

Tr = 0.2702 16 1.875 0.507 4.321

17 2.000 0.540 3.619

Y = 2.9016 18 2.125 0.574 2.917

19 2.250 0.608 2.42420 2.375 0.642 1.93021 2.500 0.676 1.57222 2.625 0.709 1.21423 2.750 0.743 1.007

24 2.875 0.777 0.800


26 3.125 0.844 0.471


28 3.375 0.912 0.299


30 3.625 0.979 0.200

P(d) y Tr (mm) = 44.001 31 3.750 1.013 0.150

32 3.875 1.047 0.100

Pe (mm) = 24.541 33 4.000 1.081 0.093

34 4.125 1.115 0.08635 4.250 1.148 0.05036 4.375 1.182 0.014

37 4.500 1.216 0.014


39 4.750 1.283 0.014


41 5.000 1.351 0.007


Y LLUVIA DE DISEÑO





CUENCA 2




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 0.71061

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.264 0.032 1.283


e 0.60 0.66 0.527 0.111 4.457

N = 81.210 f 0.70 0.82 0.615 0.138 5.537

g 0.80 0.93 0.703 0.156 6.280

h 0.90 0.99 0.791 0.167 6.685

i 1.00 1.00 0.878 0.168 6.752

j 1.10 0.99 0.966 0.167 6.685


l 1.30 0.86 1.142 0.145 5.807

LLUVIA TOTAL (cm) = 46.507 m 1.50 0.68 1.318 0.114 4.592

n 1.70 0.46 1.493 0.077 3.106


p 2.20 0.21 1.932 0.035 1.418


r 3.20 0.04 2.811 0.007 0.270




SAN ANDRES


t q


(t/Tp) q/qp

0.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=5 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 0.71 Km2








0 -1 62.850 62.850 2.090 2.090 0.000 0.000 3.000 2.090

1 -2 69.400 6.550 2.980 5.070 0.000 0.000 3.000 2.980

2 - 3 73.540 4.140 4.140 9.210 0.000 0.000 3.000 4.140

3 - 4 76.520 2.980 62.850 72.060 30.542 30.542 3.000 32.308

4 - 5 79.100 2.580 6.550 78.610 35.580 5.038 3.000 1.512

5 - 6 81.190 2.090 2.580 81.190 37.607 2.027 3.000 0.553

6 - 12 89.650 8.460 8.460 89.650 44.399 6.792 18.000 1.668

12 - 24 98.980 9.330 9.330 98.980 52.114 7.715 18.000 1.615

CALCULOS





qp= 0.2551033 m3/s/mm qp= 0.0807953 m

3/s/mm qp= 0.0443944 m

3/s/mm




0 -1 0.000 0.2551033 0.0000000 0.000 0.579 1.547

1 -2 0.000 0.2551033 0.0000000 0.500 1.079 2.047

2 - 3 0.000 0.2551033 0.0000000 1.000 1.579 2.547

3 - 4 30.542 0.2551033 7.7914208 1.500 2.079 3.047

4 - 5 3.550 0.2551033 0.9056169 2.000 2.579 3.547

5 - 6 0.000 0.2551033 0.0000000 2.500 3.079 4.047

6 - 12 0.000 0.0807953 0.0000000 3.000 4.829 7.884

12 - 24 0.000 0.0443944 0.0000000 6.000 9.329 14.889

SAN ANDRES



CUENCA 2








0.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 0.711 1 0.000 0.000 0.000

2 0.125 0.034 4.191

LONGITUD (KM) = 2.067 3 0.250 0.068 7.038

4 0.375 0.101 9.885

PENDIENTE (%) = 10.0230 5 0.500 0.135 11.753

6 0.625 0.169 13.620

N = 81.210 7 0.750 0.203 13.957

8 0.875 0.236 14.293

N Húmeda = 91.5 9 1.000 0.270 14.153

10 1.125 0.304 12.49311 1.250 0.338 11.26412 1.375 0.372 10.036

13 1.500 0.405 8.730

(Tr/Y) = 5.5873 14 1.625 0.439 7.423

15 1.750 0.473 6.336

Tr = 0.2702 16 1.875 0.507 5.248

17 2.000 0.540 4.396

Y = 2.9016 18 2.125 0.574 3.543

19 2.250 0.608 2.94420 2.375 0.642 2.34421 2.500 0.676 1.90922 2.625 0.709 1.47523 2.750 0.743 1.223

24 2.875 0.777 0.971


26 3.125 0.844 0.572


28 3.375 0.912 0.364


30 3.625 0.979 0.243

P(d) y Tr (mm) = 50.045 31 3.750 1.013 0.182

32 3.875 1.047 0.121

Pe (mm) = 29.808 33 4.000 1.081 0.113

34 4.125 1.115 0.10435 4.250 1.148 0.06136 4.375 1.182 0.017

37 4.500 1.216 0.017


39 4.750 1.283 0.017


41 5.000 1.351 0.009


Y LLUVIA DE DISEÑO





CUENCA 2




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 0.71061

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.264 0.032 1.553


e 0.60 0.66 0.527 0.111 5.393

N = 81.210 f 0.70 0.82 0.615 0.138 6.700

g 0.80 0.93 0.703 0.156 7.599

h 0.90 0.99 0.791 0.167 8.090

i 1.00 1.00 0.878 0.168 8.171

j 1.10 0.99 0.966 0.167 8.090


l 1.30 0.86 1.142 0.145 7.027

LLUVIA TOTAL (cm) = 55.035 m 1.50 0.68 1.318 0.114 5.556

n 1.70 0.46 1.493 0.077 3.759


p 2.20 0.21 1.932 0.035 1.716


r 3.20 0.04 2.811 0.007 0.327




SAN ANDRES


t q


(t/Tp) q/qp

0.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=10 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 0.71 Km2








0 -1 69.970 69.970 2.330 2.330 0.000 0.000 3.000 2.330

1 -2 77.260 7.290 3.440 5.770 0.000 0.000 3.000 3.440

2 - 3 81.860 4.600 4.600 10.370 0.000 0.000 3.000 4.600

3 - 4 85.300 3.440 69.970 80.340 36.936 36.936 3.000 33.034

4 - 5 88.060 2.760 7.290 87.630 42.758 5.822 3.000 1.468

5 - 6 90.390 2.330 2.760 90.390 45.003 2.245 3.000 0.515

6 - 12 99.800 9.410 9.410 99.800 52.802 7.799 18.000 1.611

12 - 24 110.190 10.390 10.390 110.190 61.637 8.835 18.000 1.555

CALCULOS





qp= 0.2551033 m3/s/mm qp= 0.0807953 m

3/s/mm qp= 0.0443944 m

3/s/mm




0 -1 0.000 0.2551033 0.0000000 0.000 0.579 1.547

1 -2 0.000 0.2551033 0.0000000 0.500 1.079 2.047

2 - 3 0.000 0.2551033 0.0000000 1.000 1.579 2.547

3 - 4 36.936 0.2551033 9.4226064 1.500 2.079 3.047

4 - 5 4.290 0.2551033 1.0943934 2.000 2.579 3.547

5 - 6 0.000 0.2551033 0.0000000 2.500 3.079 4.047

6 - 12 0.000 0.0807953 0.0000000 3.000 4.829 7.884

12 - 24 0.000 0.0443944 0.0000000 6.000 9.329 14.889

SAN ANDRES



CUENCA 2








0.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 0.711 1 0.000 0.000 0.000

2 0.125 0.034 4.902

LONGITUD (KM) = 2.067 3 0.250 0.068 8.232

4 0.375 0.101 11.562

PENDIENTE (%) = 10.0230 5 0.500 0.135 13.746

6 0.625 0.169 15.930

N = 81.210 7 0.750 0.203 16.324

8 0.875 0.236 16.718

N Húmeda = 91.5 9 1.000 0.270 16.553

10 1.125 0.304 14.61211 1.250 0.338 13.17512 1.375 0.372 11.738

13 1.500 0.405 10.210

(Tr/Y) = 5.5873 14 1.625 0.439 8.683

15 1.750 0.473 7.410

Tr = 0.2702 16 1.875 0.507 6.138

17 2.000 0.540 5.142

Y = 2.9016 18 2.125 0.574 4.144

19 2.250 0.608 3.44320 2.375 0.642 2.74221 2.500 0.676 2.23322 2.625 0.709 1.72523 2.750 0.743 1.431

24 2.875 0.777 1.136


26 3.125 0.844 0.669


28 3.375 0.912 0.425


30 3.625 0.979 0.284

P(d) y Tr (mm) = 55.715 31 3.750 1.013 0.213

32 3.875 1.047 0.141

Pe (mm) = 34.864 33 4.000 1.081 0.132

34 4.125 1.115 0.12235 4.250 1.148 0.07136 4.375 1.182 0.020

37 4.500 1.216 0.020


39 4.750 1.283 0.020


41 5.000 1.351 0.010


Y LLUVIA DE DISEÑO





CUENCA 2




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 0.71061

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.264 0.032 1.823


e 0.60 0.66 0.527 0.111 6.332

N = 81.210 f 0.70 0.82 0.615 0.138 7.867

g 0.80 0.93 0.703 0.156 8.923

h 0.90 0.99 0.791 0.167 9.498

i 1.00 1.00 0.878 0.168 9.594

j 1.10 0.99 0.966 0.167 9.498


l 1.30 0.86 1.142 0.145 8.251

LLUVIA TOTAL (cm) = 63.563 m 1.50 0.68 1.318 0.114 6.524

n 1.70 0.46 1.493 0.077 4.413


p 2.20 0.21 1.932 0.035 2.015


r 3.20 0.04 2.811 0.007 0.384




SAN ANDRES


t q


(t/Tp) q/qp

0.00

2.00

4.00

6.00

8.00

10.00

12.00

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=20 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 0.71 Km2








0 -1 72.190 72.190 2.400 2.400 0.000 0.000 3.000 2.400

1 -2 79.700 7.510 3.540 5.940 0.000 0.000 3.000 3.540

2 - 3 84.460 4.760 4.760 10.700 0.000 0.000 3.000 4.760

3 - 4 88.000 3.540 72.190 82.890 38.954 38.954 3.000 33.236

4 - 5 90.850 2.850 7.510 90.400 45.011 6.057 3.000 1.453

5 - 6 93.250 2.400 2.850 93.250 47.350 2.339 3.000 0.511

6 - 12 102.960 9.710 9.710 102.960 55.466 8.116 18.000 1.594

12 - 24 113.680 10.720 10.720 113.680 64.650 9.184 18.000 1.536

CALCULOS





qp= 0.2551033 m3/s/mm qp= 0.0807953 m

3/s/mm qp= 0.0443944 m

3/s/mm




0 -1 0.000 0.2551033 0.0000000 0.000 0.579 1.547

1 -2 0.000 0.2551033 0.0000000 0.500 1.079 2.047

2 - 3 0.000 0.2551033 0.0000000 1.000 1.579 2.547

3 - 4 38.954 0.2551033 9.9373157 1.500 2.079 3.047

4 - 5 4.510 0.2551033 1.1505161 2.000 2.579 3.547

5 - 6 0.000 0.2551033 0.0000000 2.500 3.079 4.047

6 - 12 0.000 0.0807953 0.0000000 3.000 4.829 7.884

12 - 24 0.000 0.0443944 0.0000000 6.000 9.329 14.889

SAN ANDRES



CUENCA 2








0.00

2.00

4.00

6.00

8.00

10.00

12.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 0.711 1 0.000 0.000 0.000

2 0.125 0.034 5.126

LONGITUD (KM) = 2.067 3 0.250 0.068 8.608

4 0.375 0.101 12.091

PENDIENTE (%) = 10.0230 5 0.500 0.135 14.375

6 0.625 0.169 16.659

N = 81.210 7 0.750 0.203 17.070

8 0.875 0.236 17.482

N Húmeda = 91.5 9 1.000 0.270 17.310

10 1.125 0.304 15.28011 1.250 0.338 13.77812 1.375 0.372 12.275

13 1.500 0.405 10.677

(Tr/Y) = 5.5873 14 1.625 0.439 9.080

15 1.750 0.473 7.749

Tr = 0.2702 16 1.875 0.507 6.419

17 2.000 0.540 5.377

Y = 2.9016 18 2.125 0.574 4.334

19 2.250 0.608 3.60120 2.375 0.642 2.86721 2.500 0.676 2.33522 2.625 0.709 1.80423 2.750 0.743 1.496

24 2.875 0.777 1.188


26 3.125 0.844 0.699


28 3.375 0.912 0.445


30 3.625 0.979 0.297

P(d) y Tr (mm) = 57.482 31 3.750 1.013 0.222

32 3.875 1.047 0.148

Pe (mm) = 36.459 33 4.000 1.081 0.138

34 4.125 1.115 0.12835 4.250 1.148 0.07536 4.375 1.182 0.021

37 4.500 1.216 0.021


39 4.750 1.283 0.021


41 5.000 1.351 0.011


Y LLUVIA DE DISEÑO





CUENCA 2




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 0.71061

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.264 0.032 1.910


e 0.60 0.66 0.527 0.111 6.635

N = 81.210 f 0.70 0.82 0.615 0.138 8.243

g 0.80 0.93 0.703 0.156 9.349

h 0.90 0.99 0.791 0.167 9.952

i 1.00 1.00 0.878 0.168 10.053

j 1.10 0.99 0.966 0.167 9.952


l 1.30 0.86 1.142 0.145 8.645

LLUVIA TOTAL (cm) = 66.308 m 1.50 0.68 1.318 0.114 6.836

n 1.70 0.46 1.493 0.077 4.624


p 2.20 0.21 1.932 0.035 2.111


r 3.20 0.04 2.811 0.007 0.402




SAN ANDRES


t q


(t/Tp) q/qp

0.00

2.00

4.00

6.00

8.00

10.00

12.00

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=25 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 0.71 Km2








0 -1 78.870 78.870 2.620 2.620 0.000 0.000 3.000 2.620

1 -2 87.090 8.220 3.870 6.490 0.000 0.000 3.000 3.870

2 - 3 92.280 5.190 5.190 11.680 0.000 0.000 3.000 5.190

3 - 4 96.150 3.870 78.870 90.550 45.134 45.134 3.000 33.736

4 - 5 99.270 3.120 8.220 98.770 51.938 6.804 3.000 1.416

5 - 6 101.890 2.620 3.120 101.890 54.562 2.624 3.000 0.496

6 - 12 112.500 10.610 10.610 112.500 63.629 9.067 18.000 1.543

12 - 24 124.210 11.710 11.710 124.210 73.858 10.229 18.000 1.481

CALCULOS





qp= 0.2551033 m3/s/mm qp= 0.0807953 m

3/s/mm qp= 0.0443944 m

3/s/mm




0 -1 0.000 0.2551033 0.0000000 0.000 0.579 1.547

1 -2 0.000 0.2551033 0.0000000 0.500 1.079 2.047

2 - 3 0.000 0.2551033 0.0000000 1.000 1.579 2.547

3 - 4 45.134 0.2551033 11.5137396 1.500 2.079 3.047

4 - 5 5.220 0.2551033 1.3316395 2.000 2.579 3.547

5 - 6 0.120 0.2551033 0.0306124 2.500 3.079 4.047

6 - 12 0.000 0.0807953 0.0000000 3.000 4.829 7.884

12 - 24 0.000 0.0443944 0.0000000 6.000 9.329 14.889

SAN ANDRES



CUENCA 2








0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 0.711 1 0.000 0.000 0.000

2 0.125 0.034 5.807

LONGITUD (KM) = 2.067 3 0.250 0.068 9.752

4 0.375 0.101 13.697

PENDIENTE (%) = 10.0230 5 0.500 0.135 16.285

6 0.625 0.169 18.872

N = 81.210 7 0.750 0.203 19.339

8 0.875 0.236 19.805

N Húmeda = 91.5 9 1.000 0.270 19.610

10 1.125 0.304 17.31111 1.250 0.338 15.60812 1.375 0.372 13.906

13 1.500 0.405 12.096

(Tr/Y) = 5.5873 14 1.625 0.439 10.286

15 1.750 0.473 8.779

Tr = 0.2702 16 1.875 0.507 7.272

17 2.000 0.540 6.091

Y = 2.9016 18 2.125 0.574 4.910

19 2.250 0.608 4.07920 2.375 0.642 3.24821 2.500 0.676 2.64522 2.625 0.709 2.04423 2.750 0.743 1.695

24 2.875 0.777 1.346


26 3.125 0.844 0.792


28 3.375 0.912 0.504


30 3.625 0.979 0.336

P(d) y Tr (mm) = 62.801 31 3.750 1.013 0.252

32 3.875 1.047 0.168

Pe (mm) = 41.303 33 4.000 1.081 0.157

34 4.125 1.115 0.14535 4.250 1.148 0.08436 4.375 1.182 0.024

37 4.500 1.216 0.024


39 4.750 1.283 0.024


41 5.000 1.351 0.012


Y LLUVIA DE DISEÑO





CUENCA 2




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 0.71061

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.264 0.032 2.181


e 0.60 0.66 0.527 0.111 7.576

N = 81.210 f 0.70 0.82 0.615 0.138 9.412

g 0.80 0.93 0.703 0.156 10.675

h 0.90 0.99 0.791 0.167 11.363

i 1.00 1.00 0.878 0.168 11.478

j 1.10 0.99 0.966 0.167 11.363


l 1.30 0.86 1.142 0.145 9.871

LLUVIA TOTAL (cm) = 74.831 m 1.50 0.68 1.318 0.114 7.805

n 1.70 0.46 1.493 0.077 5.280


p 2.20 0.21 1.932 0.035 2.410


r 3.20 0.04 2.811 0.007 0.459




SAN ANDRES


t q


(t/Tp) q/qp

0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=50 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 0.71 Km2








0 -1 85.260 85.260 2.830 2.830 0.000 0.000 3.000 2.830

1 -2 94.130 8.870 4.180 7.010 0.000 0.000 3.000 4.180

2 - 3 99.750 5.620 5.620 12.630 0.013 0.013 3.000 5.607

3 - 4 103.930 4.180 85.260 97.890 51.202 51.189 3.000 34.071

4 - 5 107.300 3.370 8.870 106.760 58.697 7.495 3.000 1.375

5 - 6 110.130 2.830 3.370 110.130 61.585 2.888 3.000 0.482

6 - 12 121.600 11.470 11.470 121.600 71.560 9.975 18.000 1.495

12 - 24 134.260 12.660 12.660 134.260 82.790 11.229 18.000 1.431

CALCULOS





qp= 0.2551033 m3/s/mm qp= 0.0807953 m

3/s/mm qp= 0.0443944 m

3/s/mm




0 -1 0.000 0.2551033 0.0000000 0.000 0.579 1.547

1 -2 0.000 0.2551033 0.0000000 0.500 1.079 2.047

2 - 3 0.013 0.2551033 0.0032830 1.000 1.579 2.547

3 - 4 51.189 0.2551033 13.0584860 1.500 2.079 3.047

4 - 5 5.870 0.2551033 1.4974567 2.000 2.579 3.547

5 - 6 0.370 0.2551033 0.0943882 2.500 3.079 4.047

6 - 12 0.000 0.0807953 0.0000000 3.000 4.829 7.884

12 - 24 0.000 0.0443944 0.0000000 6.000 9.329 14.889

SAN ANDRES



CUENCA 2








0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 0.711 1 0.000 0.000 0.000

2 0.125 0.034 6.466

LONGITUD (KM) = 2.067 3 0.250 0.068 10.859

4 0.375 0.101 15.252

PENDIENTE (%) = 10.0230 5 0.500 0.135 18.133

6 0.625 0.169 21.014

N = 81.210 7 0.750 0.203 21.534

8 0.875 0.236 22.053

N Húmeda = 91.5 9 1.000 0.270 21.836

10 1.125 0.304 19.27511 1.250 0.338 17.38012 1.375 0.372 15.484

13 1.500 0.405 13.469

(Tr/Y) = 5.5873 14 1.625 0.439 11.454

15 1.750 0.473 9.775

Tr = 0.2702 16 1.875 0.507 8.097

17 2.000 0.540 6.783

Y = 2.9016 18 2.125 0.574 5.467

19 2.250 0.608 4.54220 2.375 0.642 3.61721 2.500 0.676 2.94622 2.625 0.709 2.27623 2.750 0.743 1.888

24 2.875 0.777 1.498


26 3.125 0.844 0.882


28 3.375 0.912 0.561


30 3.625 0.979 0.375

P(d) y Tr (mm) = 67.889 31 3.750 1.013 0.281

32 3.875 1.047 0.187

Pe (mm) = 45.991 33 4.000 1.081 0.175

34 4.125 1.115 0.16135 4.250 1.148 0.09436 4.375 1.182 0.027

37 4.500 1.216 0.027


39 4.750 1.283 0.027


41 5.000 1.351 0.013


Y LLUVIA DE DISEÑO





CUENCA 2




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 0.71061

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.264 0.032 2.452


e 0.60 0.66 0.527 0.111 8.518

N = 81.210 f 0.70 0.82 0.615 0.138 10.583

g 0.80 0.93 0.703 0.156 12.003

h 0.90 0.99 0.791 0.167 12.777

i 1.00 1.00 0.878 0.168 12.906

j 1.10 0.99 0.966 0.167 12.777


l 1.30 0.86 1.142 0.145 11.099

LLUVIA TOTAL (cm) = 83.359 m 1.50 0.68 1.318 0.114 8.776

n 1.70 0.46 1.493 0.077 5.937


p 2.20 0.21 1.932 0.035 2.710


r 3.20 0.04 2.811 0.007 0.516




SAN ANDRES


t q


(t/Tp) q/qp

0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=100 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 0.71 Km2








0 -1 98.460 98.460 3.270 3.270 0.000 0.000 3.000 3.270

1 -2 108.710 10.250 4.840 8.110 0.000 0.000 3.000 4.840

2 - 3 115.190 6.480 6.480 14.590 0.131 0.131 3.000 6.349

3 - 4 120.030 4.840 98.460 113.050 64.104 63.974 3.000 34.486

4 - 5 123.920 3.890 10.250 123.300 73.056 8.951 3.000 1.299

5 - 6 127.190 3.270 3.890 127.190 76.493 3.437 3.000 0.453

6 - 12 140.430 13.240 13.240 140.430 88.333 11.840 18.000 1.400

12 - 24 155.050 14.620 14.620 155.050 101.619 13.287 18.000 1.333

CALCULOS





qp= 0.2551033 m3/s/mm qp= 0.0807953 m

3/s/mm qp= 0.0443944 m

3/s/mm




0 -1 0.000 0.2551033 0.0000000 0.000 0.579 1.547

1 -2 0.000 0.2551033 0.0000000 0.500 1.079 2.047

2 - 3 0.131 0.2551033 0.0333080 1.000 1.579 2.547

3 - 4 63.974 0.2551033 16.3199442 1.500 2.079 3.047

4 - 5 7.250 0.2551033 1.8494993 2.000 2.579 3.547

5 - 6 0.890 0.2551033 0.2270420 2.500 3.079 4.047

6 - 12 0.000 0.0807953 0.0000000 3.000 4.829 7.884

12 - 24 0.000 0.0443944 0.0000000 6.000 9.329 14.889

SAN ANDRES



CUENCA 2








0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

16.00

18.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 0.711 1 0.000 0.000 0.000

2 0.125 0.034 7.846

LONGITUD (KM) = 2.067 3 0.250 0.068 13.177

4 0.375 0.101 18.508

PENDIENTE (%) = 10.0230 5 0.500 0.135 22.004

6 0.625 0.169 25.500

N = 81.210 7 0.750 0.203 26.131

8 0.875 0.236 26.761

N Húmeda = 91.5 9 1.000 0.270 26.497

10 1.125 0.304 23.39011 1.250 0.338 21.09012 1.375 0.372 18.789

13 1.500 0.405 16.344

(Tr/Y) = 5.5873 14 1.625 0.439 13.899

15 1.750 0.473 11.862

Tr = 0.2702 16 1.875 0.507 9.826

17 2.000 0.540 8.231

Y = 2.9016 18 2.125 0.574 6.634

19 2.250 0.608 5.51220 2.375 0.642 4.38921 2.500 0.676 3.57422 2.625 0.709 2.76123 2.750 0.743 2.291

24 2.875 0.777 1.818


26 3.125 0.844 1.070


28 3.375 0.912 0.681


30 3.625 0.979 0.455

P(d) y Tr (mm) = 78.4 31 3.750 1.013 0.340

32 3.875 1.047 0.226

Pe (mm) = 55.809 33 4.000 1.081 0.212

34 4.125 1.115 0.19635 4.250 1.148 0.11436 4.375 1.182 0.033

37 4.500 1.216 0.033


39 4.750 1.283 0.033


41 5.000 1.351 0.016


Y LLUVIA DE DISEÑO





CUENCA 2




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 0.71061

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.264 0.032 3.083


e 0.60 0.66 0.527 0.111 10.709

N = 81.210 f 0.70 0.82 0.615 0.138 13.305

g 0.80 0.93 0.703 0.156 15.089

h 0.90 0.99 0.791 0.167 16.063

i 1.00 1.00 0.878 0.168 16.225

j 1.10 0.99 0.966 0.167 16.063


l 1.30 0.86 1.142 0.145 13.954

LLUVIA TOTAL (cm) = 103.156 m 1.50 0.68 1.318 0.114 11.033

n 1.70 0.46 1.493 0.077 7.464


p 2.20 0.21 1.932 0.035 3.407


r 3.20 0.04 2.811 0.007 0.649




SAN ANDRES


t q


(t/Tp) q/qp

0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

16.00

18.00

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=500 AÑOS



PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


AREA = 0.71 Km2








0 -1 103.000 103.000 3.420 3.420 0.000 0.000 3.000 3.420

1 -2 113.730 10.730 5.060 8.480 0.000 0.000 3.000 5.060

2 - 3 120.510 6.780 6.780 15.260 0.197 0.197 3.000 6.583

3 - 4 125.570 5.060 103.000 118.260 68.634 68.437 3.000 34.563

4 - 5 129.640 4.070 10.730 128.990 78.090 9.456 3.000 1.274

5 - 6 133.060 3.420 4.070 133.060 81.717 3.626 3.000 0.444

6 - 12 146.910 13.850 13.850 146.910 94.197 12.480 18.000 1.370

12 - 24 162.210 15.300 15.300 162.210 108.194 13.998 18.000 1.302

CALCULOS





qp= 0.2551033 m3/s/mm qp= 0.0807953 m

3/s/mm qp= 0.0443944 m

3/s/mm




0 -1 0.000 0.2551033 0.0000000 0.000 0.579 1.547

1 -2 0.000 0.2551033 0.0000000 0.500 1.079 2.047

2 - 3 0.197 0.2551033 0.0503564 1.000 1.579 2.547

3 - 4 68.437 0.2551033 17.4584642 1.500 2.079 3.047

4 - 5 7.730 0.2551033 1.9719489 2.000 2.579 3.547

5 - 6 1.070 0.2551033 0.2729606 2.500 3.079 4.047

6 - 12 0.000 0.0807953 0.0000000 3.000 4.829 7.884

12 - 24 0.000 0.0443944 0.0000000 6.000 9.329 14.889

SAN ANDRES



CUENCA 2








0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

16.00

18.00

20.00

0 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

GA

ST

O E

N M

3/S

TIEMPO EN HORAS




PUNTO DE CONTROL:

PROYECTO:



TP* QI

(T/Tp) (T/Tp)

HORAS M3/S

AREA (KM2) = 0.711 1 0.000 0.000 0.000

2 0.125 0.034 8.326

LONGITUD (KM) = 2.067 3 0.250 0.068 13.982

4 0.375 0.101 19.638

PENDIENTE (%) = 10.0230 5 0.500 0.135 23.348

6 0.625 0.169 27.058

N = 81.210 7 0.750 0.203 27.727

8 0.875 0.236 28.396

N Húmeda = 91.5 9 1.000 0.270 28.116

10 1.125 0.304 24.81911 1.250 0.338 22.37812 1.375 0.372 19.937

13 1.500 0.405 17.343

(Tr/Y) = 5.5873 14 1.625 0.439 14.748

15 1.750 0.473 12.587

Tr = 0.2702 16 1.875 0.507 10.426

17 2.000 0.540 8.734

Y = 2.9016 18 2.125 0.574 7.039

19 2.250 0.608 5.84820 2.375 0.642 4.65721 2.500 0.676 3.79322 2.625 0.709 2.93023 2.750 0.743 2.431

24 2.875 0.777 1.929


26 3.125 0.844 1.136


28 3.375 0.912 0.723


30 3.625 0.979 0.482

P(d) y Tr (mm) = 82.015 31 3.750 1.013 0.361

32 3.875 1.047 0.240

Pe (mm) = 59.219 33 4.000 1.081 0.225

34 4.125 1.115 0.20735 4.250 1.148 0.12136 4.375 1.182 0.035

37 4.500 1.216 0.035


39 4.750 1.283 0.035


41 5.000 1.351 0.017


Y LLUVIA DE DISEÑO





CUENCA 2




PUNTO DE CONTROL:

PROYECTO:

CUENCA HIDROLOGICA:


GASTO


AREA (KM2) = 0.71061

a 0.00 0.00 0.000 0.000 0.000


c 0.30 0.19 0.264 0.032 3.355


e 0.60 0.66 0.527 0.111 11.653

N = 81.210 f 0.70 0.82 0.615 0.138 14.478

g 0.80 0.93 0.703 0.156 16.420

h 0.90 0.99 0.791 0.167 17.480

i 1.00 1.00 0.878 0.168 17.656

j 1.10 0.99 0.966 0.167 17.480


l 1.30 0.86 1.142 0.145 15.184

LLUVIA TOTAL (cm) = 111.684 m 1.50 0.68 1.318 0.114 12.006

n 1.70 0.46 1.493 0.077 8.122


p 2.20 0.21 1.932 0.035 3.708


r 3.20 0.04 2.811 0.007 0.706




SAN ANDRES


t q


(t/Tp) q/qp

0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

16.00

18.00

20.00

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00

GA

ST

O E

N M

3/S

TIEMPO EN HORAS


TR=1000 AÑOS



PERIODO

DE

RETORNO

5 15.442 62,843.498 29.579 59,944.639 16.346 108,308.663

10 19.440 79,236.073 35.804 72,561.222 19.692 130,475.797

20 23.438 95,544.769 41.768 84,647.504 23.043 152,684.311

25 24.695 100,654.459 43.648 88,457.626 24.121 159,826.512

50 28.548 116,641.278 49.353 100,019.229 27.478 182,069.301

100 32.309 132,512.898 54.868 111,196.452 30.838 204,329.243

500 40.275 166,180.797 66.405 134,577.685 38.643 256,044.874

1000 43.061 177,972.311 70.409 142,691.768 42.005 278,324.699

PERIODO

DE

RETORNO

5 6.160 19,115.253 11.768 17,280.227 6.752 27,353.103

10 7.782 24,193.860 14.293 20,989.300 8.171 33,100.491

20 9.411 29,256.723 16.718 24,549.409 9.594 38,864.279

25 9.924 30,844.693 17.482 25,672.006 10.053 40,721.462

50 11.498 35,819.086 19.805 29,082.994 11.478 46,495.942

100 13.040 40,764.166 22.053 32,384.206 12.906 52,280.297

500 16.307 51,268.933 26.761 39,297.227 16.225 65,724.774

1000 17.450 54,951.927 28.396 41,698.300 17.656 71,521.802

PERIODO

DE

RETORNO

5 20.828 90,007.462 39.25101691 88528.0363 21.9157557 160,089.65

10 26.221 113,479.240 47.461 107,044.184 26.389 192,762.716

20 31.612 136,830.214 55.319 124,769.238 30.869 225,493.583

25 33.307 144,146.208 57.796 130,355.108 32.310 236,013.772

50 38.502 167,035.535 65.310 147,302.937 36.797 268,792.469

100 43.575 189,759.479 72.572 163,682.243 41.287 301,595.092

500 54.316 237,961.951 87.758 197,932.081 51.719 377,795.163

1000 58.074 254,843.646 93.026 209,814.490 56.211 410,612.115

GASTO MAX. M3/S VOLUMEN M3 GASTO MAX. M3/S VOLUMEN M3

VOLUMEN M3GASTO MAX. M3/S VOLUMEN M3GASTO MAX. M3/S VOLUMEN M3 GASTO MAX. M3/S


CUENCA No. 1

HIDROGRAMA TRIANGULAR DONALD M. GRAY SOIL CONSERVATION SERVICE

RESUMEN DE AVENIDAS POR LOS METODOS HIDROLOGICOS

CUENCA No.2


GASTO MAX. M3/S VOLUMEN M3

CUENCA TOTAL


GASTO MAX. M3/S VOLUMEN M3GASTO MAX. M3/S VOLUMEN M3 GASTO MAX. M3/S VOLUMEN M3

PERIODO

DE

RETORNO

5 15.442 62,843.498 6.160 19,115.253 20.828 90,007.462

10 19.440 79,236.073 7.782 24,193.860 26.221 113,479.240

20 23.438 95,544.769 9.411 29,256.723 31.612 136,830.214

25 24.695 100,654.459 9.924 30,844.693 33.307 144,146.208

50 28.548 116,641.278 11.498 35,819.086 38.502 167,035.535

100 32.309 132,512.898 13.040 40,764.166 43.575 189,759.479

500 40.275 166,180.797 16.307 51,268.933 54.316 237,961.951

1000 43.061 177,972.311 17.450 54,951.927 58.074 254,843.646

METODO ADOPTADO PARA DISEÑO

Q MAX. M3/S VOLUMEN M3

CUENCA No. 1

HIDROGRAMA TRIANGULAR USBR

RESUMEN DE AVENIDAS ESPERADAS

CUENCA No.2


CUENCA TOTAL


1.- DATOS PLUVIOMETRICOS...Re+Hh/1 Regosol Eutrico Suelos poco desarrollados, sin estructura y de...

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Transcript of 1.- DATOS PLUVIOMETRICOS...Re+Hh/1 Regosol Eutrico Suelos poco desarrollados, sin estructura y de...