1.- Analisis Hidrologico Amorarca

CUADRO 02

ESTACION: CO "TARAPOTO"Latitud: 06°28' Departamento:

Longitud: 76°22' Provincia:

Altura: 356 m.s.n.m. Distrito:

Año Enero Febrero Marzo Abril Mayo Junio Julio Agosto Septiembre Octubre Noviembre

1995 14.0 31.0 37.0 25.0 21.0 10.0 13.0 9.0 14.0 27.0 44.0

1996 65.0 15.0 42.0 19.0 25.0 15.0 10.0 21.0 14.0 16.0 26.0

1997 25.0 35.0 34.0 20.0 47.0 8.0 15.0 36.0 40.0 10.0 20.0

1998 26.0 29.0 39.3 72.0 48.0 49.0 10.0 15.0 60.0 37.0 10.6

1999 79.3 42.5 15.6 16.9 54.5 17.5 27.9 23.0 11.3 17.3 48.8

2000 27.5 34.2 35.0 34.7 30.2 12.6 17.5 52.6 82.5 19.4 24.2

2001 16.2 32.0 14.8 75.9 40.3 13.8 40.6 21.3 24.3 61.0 30.0

2002 9.3 30.0 54.0 39.8 12.5 43.6 36.3 7.1 5.8 32.3 27.5

2003 74.0 37.0 54.6 33.1 37.6 27.5 17.8 18.0 18.0 84.5 40.2

2004 15.8 64.2 24.0 26.2 48.1 30.7 25.7 25.6 28.2 33.2 16.2

2005 15.9 33.7 48.8 44.0 22.4 26.8 16.3 15.5 26.0 45.0 71.0

2006 38.5 44.5 41.5 52.0 39.0 17.3 113.3 7.0 18.5 39.2 74.0

2007 37.0 7.5 48.0 21.0 45.4 16.5 60.0 46.2 45.2 37.8 63.5

2008 25.6 91.0 27.5 51.0 25.6 24.0 9.3 10.4 38.0 17.4 18.0

2009 29.4 49.0 28.0 35.5 36.5 47.0 9.1 25.0 31.5 18.4 25.5

2010 32.2 62.4 17.6 72.8 31.6 40.6 6.1 44.5 23.9 27.7 98.4

2011 42.4 11.8 63.2 51.9 31.5 65.2 49.2 14.5 21.6 24.6 49.2

2012 71.7 35.6 53.1 100.5 40.8 28.8 20.0 8.3 31.2 40.2 15.6

2013 71.7 32.7 45.3 27.4 32.1 20.1 15.0 49.0 41.8 27.0 64.5

2014 33.4 29.5 60.3 37.6 32.1 13.2 32.5 22.4 28.2 89.5 46.1

2015 28.4 40.9 16.4 43.7 34.4 40.2 12.8 34.6 13.7 32.9 64.2

CUADRO 02

ESTACION: CO "TARAPOTO"SAN MARTIN

SAN MARTIN

TARAPOTO

Diciembre MAXIMA ANUAL

35.0 44.0

77.0 77.0

53.0 53.0

32.3 72.0

46.5 79.3

30.0 82.5

42.2 75.9

20.7 54.0

52.2 84.5

59.9 64.2

9.3 71.0

28.0 113.3

18.5 63.5

15.3 91.0

42.0 49.0

47.8 98.4

61.8 65.2

82.4 100.5

28.4 71.7

26.0 89.5

60.3 64.2

CUADRO 03PRECIPITACION MAXIMA EN 24 HORAS (mm)

ESTACION: CO "TARAPOTO"Distribution Analysis: Pearson Type III

First Moment (mean) = 74.4619Second Moment = 3.177e02Skew = 2.688e-01

Point Weibull Actual Predicted StandardNumber Probability Value Value Deviation

1 0.0500 44.0 46.9000 5.35002 0.0900 49.0 51.8500 4.42863 0.1400 53.0 55.3400 4.11824 0.1800 54.0 58.1900 4.01525 0.2300 63.5 60.6900 3.99906 0.2700 64.2 62.9800 4.02157 0.3200 64.2 65.1200 4.06118 0.3600 65.2 67.1800 4.10759 0.4100 71.0 69.1900 4.1561

10 0.4500 71.7 71.1700 4.205511 0.5000 72.0 73.1700 4.256112 0.5500 75.9 75.1900 4.310113 0.5900 77.0 77.2800 4.371714 0.6400 79.3 79.4700 4.447115 0.6800 82.5 81.7900 4.546516 0.7300 84.5 84.3000 4.685617 0.7700 89.5 87.0900 4.890718 0.8200 91.0 90.2800 5.207319 0.8600 98.4 94.1100 5.722920 0.9100 100.5 99.1000 6.636121 0.9500 113.3 106.8400 8.5895

PredictionesExceedence Return Calculated StandardProbability Period Value Deviation

0.998 500 135.4100 20.29880.995 200 127.7300 16.57080.990 100 121.6100 13.87740.980 50 115.1300 11.33090.960 25 108.1900 8.99120.900 10 97.9600 6.40370.800 5 88.9400 5.06310.667 3 81.0100 4.51070.500 2 73.1700 4.2561

Fuente: Resultados obtenidos en base al Software SMADA ver. 6.3

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.000

20

40

60

80

100

120Pearson Type III

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.000

20

40

60

80

100

120Pearson Type III


ESTACION: CO "TARAPOTO"Distribution Analysis: Log Pearson Type III



1 0.0500 44.0 45.8100 5.31682 0.0900 49.0 50.9200 4.63603 0.1400 53.0 54.5600 4.33014 0.1800 54.0 57.5500 4.18825 0.2300 63.5 60.1800 4.13626 0.2700 64.2 62.5900 4.13827 0.3200 64.2 64.8500 4.17418 0.3600 65.2 67.0300 4.23189 0.4100 71.0 69.1600 4.3038

10 0.4500 71.7 71.2700 4.385211 0.5000 72.0 73.3900 4.473612 0.5500 75.9 75.5400 4.567813 0.5900 77.0 77.7600 4.668714 0.6400 79.3 80.0900 4.778915 0.6800 82.5 82.5500 4.904016 0.7300 84.5 85.2200 5.054617 0.7700 89.5 88.1700 5.251318 0.8200 91.0 91.5500 5.534419 0.8600 98.4 95.5900 5.992420 0.9100 100.5 100.8300 6.850121 0.9500 113.3 108.9000 8.9113


0.998 500 137.7500 24.72060.995 200 130.1600 19.25740.990 100 124.0100 15.52040.980 50 117.4300 12.19240.960 25 110.2900 9.36750.900 10 99.6400 6.62500.800 5 90.1400 5.40670.667 3 81.7300 4.86110.500 2 73.3900 4.4736


0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.000

20

40

60

80

100

120Log Pearson Type III

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.000

20

40

60

80

100

120Log Pearson Type III


ESTACION: CO "TARAPOTO"Distribution Analysis: Gumbel Extremal Type I



1 0.0500 44.0 48.6900 4.67292 0.0900 49.0 52.6400 4.08593 0.1400 53.0 55.5300 3.72624 0.1800 54.0 57.9600 3.48345 0.2300 63.5 60.1500 3.32286 0.2700 64.2 62.1900 3.22957 0.3200 64.2 64.1600 3.19668 0.3600 65.2 66.1000 3.22029 0.4100 71.0 68.0300 3.2979

10 0.4500 71.7 69.9800 3.427911 0.5000 72.0 71.9900 3.609412 0.5500 75.9 74.0800 3.842613 0.5900 77.0 76.2900 4.129414 0.6400 79.3 78.6500 4.474215 0.6800 82.5 81.2300 4.885116 0.7300 84.5 84.1100 5.375417 0.7700 89.5 87.4000 5.968218 0.8200 91.0 91.3100 6.703719 0.8600 98.4 96.2000 7.659220 0.9100 100.5 102.9100 9.010921 0.9500 113.3 114.0900 11.3249


0.998 500 163.1200 21.79960.995 200 148.8200 18.71720.990 100 137.9800 16.39080.980 50 127.0900 14.06920.960 25 116.1300 11.75190.900 10 101.3500 8.69290.800 5 89.6500 6.38860.667 3 80.3700 4.74320.500 2 71.9900 3.6094


0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.000

20

40

60

80

100

120Gumbel Extremal Type I

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.000

20

40

60

80

100

120Gumbel Extremal Type I

CUADRO 06PRUEBA DE KOLMOGOROV-SMIRNOV

Distribución Pearson Tipo 3.- Precipitación Máxima en 24 horasESTACION: CO "TARAPOTO"

N X Y=(x-δ1)/α1 2Y χ2 Fx

1 44.0 30.1510 60.3020 82.2169 0.9655 0.03452 49.0 31.9495 63.8991 82.2169 0.9306 0.06943 53.0 33.3884 66.7767 82.2169 0.8885 0.11154 54.0 33.7481 67.4962 82.2169 0.8758 0.12425 63.5 37.1653 74.3307 82.2169 0.7143 0.28576 64.2 37.4171 74.8342 82.2169 0.7000 0.30007 64.2 37.4171 74.8342 82.2169 0.7000 0.30008 65.2 37.7768 75.5537 82.2169 0.6790 0.32109 71.0 39.8632 79.7263 82.2169 0.5505 0.4495

10 71.7 40.1149 80.2299 82.2169 0.5347 0.465311 72.0 40.2229 80.4457 82.2169 0.5279 0.472112 75.9 41.6257 83.2515 82.2169 0.4407 0.559313 77.0 42.0214 84.0428 82.2169 0.4168 0.583214 79.3 42.8487 85.6975 82.2169 0.3683 0.631714 82.5 43.9998 87.9996 82.2169 0.3053 0.694714 84.5 44.7192 89.4385 82.2169 0.2690 0.731014 89.5 46.5178 93.0356 82.2169 0.1901 0.809914 91.0 47.0574 94.1147 82.2169 0.1699 0.830114 98.4 49.7192 99.4384 82.2169 0.0923 0.907714 100.5 50.4746 100.9492 82.2169 0.0763 0.923714 113.3 55.0789 110.1578 82.2169 0.0207 0.9793

n 21.0 (Número de Datos) d crítico = 0.287Suma 1563.7 α=0.05Media 74.5Des.Eest(S) 17.82sesgo(γ) 0.3119

41.1084

2.7800

-39.8203

2β1

β1=(2/γ)2

α1=S/√β

1

δ1=X-α

1β

1

3

XX i


Distribución Pearson Tipo 3.- Precipitación Máxima en 24 horasESTACION: CO "TARAPOTO"

Fo Abs(Fo-Fx)

0.0455 0.01100.0909 0.02150.1364 0.02490.1818 0.05760.2273 0.05840.2727 0.02730.3182 0.01810.3636 0.04260.4091 0.04040.4545 0.01080.5000 0.02790.5455 0.01390.5909 0.00770.6364 0.00470.6364 0.05840.6364 0.09460.6364 0.17350.6364 0.19370.6364 0.27140.6364 0.28730.6364 0.3429

D= 0.3429


Distribución Log Pearson Tipo 3.- Precipitación Máxima en 24 horasESTACION: CO "TARAPOTO"

N X LnX Y=(x-δ1)/α1 2Y χ2

1 44.0 3.7842 52.2770 104.5541 138.4550 0.98472 49.0 3.8918 55.9391 111.8782 138.4550 0.94983 53.0 3.9703 58.6090 117.2180 138.4550 0.89964 54.0 3.9890 59.2450 118.4900 138.4550 0.88385 63.5 4.1510 64.7588 129.5176 138.4550 0.68486 64.2 4.1620 65.1318 130.2636 138.4550 0.66807 64.2 4.1620 65.1318 130.2636 138.4550 0.66808 65.2 4.1775 65.6577 131.3154 138.4550 0.64389 71.0 4.2627 68.5572 137.1145 138.4550 0.5053

10 71.7 4.2725 68.8910 137.7821 138.4550 0.489211 72.0 4.2767 69.0331 138.0662 138.4550 0.482412 75.9 4.3294 70.8279 141.6558 138.4550 0.398113 77.0 4.3438 71.3174 142.6349 138.4550 0.376014 79.3 4.3732 72.3189 144.6377 138.4550 0.332415 82.5 4.4128 73.6649 147.3297 138.4550 0.277816 84.5 4.4368 74.4799 148.9597 138.4550 0.247317 89.5 4.4942 76.4358 152.8716 138.4550 0.182818 91.0 4.5109 77.0013 154.0026 138.4550 0.166519 98.4 4.5890 79.6614 159.3227 138.4550 0.103420 100.5 4.6102 80.3798 160.7597 138.4550 0.090021 113.3 4.7300 84.4587 168.9174 138.4550 0.0378

n 21Suma 1563.7 d crítico = 0.287Media 4.28 α=0.05Des.Eest(S) 0.2445sesgo(γ) -0.2404

69.2275

0.0294

2.2477

2β1

β1=(2/γ)2

α1=S/√β

1

δ1=X-α

1β

1

3

XX i


Distribución Log Pearson Tipo 3.- Precipitación Máxima en 24 horasESTACION: CO "TARAPOTO"

Fx Fo Abs(Fo-Fx)

0.0153 0.0455 0.03020.0502 0.0909 0.04080.1004 0.1364 0.03600.1162 0.1818 0.06560.3152 0.2273 0.08800.3320 0.2727 0.05930.3320 0.3182 0.01380.3562 0.3636 0.00750.4947 0.4091 0.08560.5108 0.4545 0.05620.5176 0.5000 0.01760.6019 0.5455 0.05640.6240 0.5909 0.03310.6676 0.6364 0.03120.7222 0.6818 0.04040.7527 0.7273 0.02540.8172 0.7727 0.04450.8335 0.8182 0.01530.8966 0.8636 0.03300.9100 0.9091 0.00090.9622 0.9545 0.0077

D= 0.0880


Distribución Gumbel.- Precipitación Máxima en 24 horasESTACION: CO "TARAPOTO"

N X Fx Fo Abs(Fo-Fx)

1 44.0 0.0253 0.0455 0.02022 49.0 0.0656 0.0909 0.02533 53.0 0.1173 0.1364 0.01914 54.0 0.1328 0.1818 0.04905 63.5 0.3193 0.2273 0.09206 64.2 0.3347 0.2727 0.06197 64.2 0.3347 0.3182 0.01658 65.2 0.3567 0.3636 0.00709 71.0 0.4829 0.4091 0.0738

10 71.7 0.4976 0.4545 0.043011 72.0 0.5038 0.5000 0.003812 75.9 0.5813 0.5455 0.035813 77.0 0.6018 0.5909 0.010914 79.3 0.6425 0.6364 0.006115 82.5 0.6941 0.6818 0.012316 84.5 0.7234 0.7273 0.003917 89.5 0.7867 0.7727 0.014018 91.0 0.8031 0.8182 0.015119 98.4 0.8688 0.8636 0.005120 100.5 0.8834 0.9091 0.025721 113.3 0.9441 0.9545 0.0105

D= 0.0920

n : 21 d crítico : 0.287Suma : 1563.7 α : 0.05Media : 74.5Desvest : 17.82uy : 0.52522σy : 1.06938Alfa : 0.059996Beta : 65.707589exp(1) : 2.718282

60.00 80.00 100.00 120.00 140.00 160.000

100

200

300

400

500

600

Pearson Type III

Log Pearson Type III

GRAFICO 02PRECIPITACION MAXIMA EN 24 HORAS (mm)

PRECIPITACION

PE

RIO

DO

DE

R

ET

OR

NO

CUADRO 09

PRECIPITACIÓN MÁXIMA CORREGIDA POR INTERVALO FIJO DE OBSERVACIÓN

Estación : ESTACION: CO "TARAPOTO"Distribution Analysis:

Pearson Type III d : 0.3429Log Pearson Type III d : 0.0880Gumbel Extremal Type I d : 0.0920

Pmax. sin corrección Pmax. con corrección (*)

ESTACION: CO "TARAPOTO" ESTACION: CO "TARAPOTO"

Log Pearson Type III Log Pearson Type III

500 137.8 155.66

200 130.2 147.08

100 124.0 140.13

50 117.4 132.70

25 110.3 124.63

10 99.6 112.59

5 90.1 101.86

3 81.7 92.35

2 73.39 82.93

Período de Retorno

CUADRO 10Resumen

Estadísticas de la regresión

Coeficiente de correlación mú 0.9943531751Coeficiente de determinació 0.9887382368R^2 ajustado 0.988296599Error típico 0.0253793347Observaciones 54

ANÁLISIS DE VARIANZAGrados de libertad Suma de cuadrados Promedio de los cuadrados F Valor crítico de F

Regresión 2 2.8840685593 1.4420342796 2238.799078617 2.069964800E-050Residuos 51 0.032849642 0.0006441106Total 53 2.9169182013

Coeficientes Error típico Estadístico t Probabilidad Inferior 95% Superior 95% Inferior 95.0% Superior 95.0%

Intercepción 2.21772765 0.0143148311 154.9251707225 7.40937306E-070 2.1889894275 2.2464658726 2.1889894275 2.2464658726Variable X 1 0.1819053022 0.0043553235 41.766197812 4.11034797E-041 0.1731616255 0.190648979 0.1731616255 0.190648979Variable X 2 -0.527138204 0.0100830088 -52.2798515449 5.66414850E-046 -0.5473806889 -0.5068957192 -0.5473806889 -0.5068957192

CUADRO 11

LLUVIAS MÁXIMAS (mm)

ESTACION: CO "TARAPOTO"

T P.Max Duración en minutos

años 24 horas 5 10 15 20500 155.7 16.19 24.23 29.62 33.79200 147.1 14.48 21.68 26.50 30.23100 140.1 13.19 19.74 24.14 27.5450 132.7 11.90 17.81 21.77 24.8425 124.6 10.61 15.88 19.41 22.1510 112.6 8.90 13.32 16.29 18.585 101.9 7.61 11.39 13.93 15.893 92.4 6.66 9.97 12.18 13.902 82.9 5.90 8.84 10.80 12.32

Fuente: Elaboración del autor aplicando el Modelo de Bell

CUADRO 12

INTENSIDADES MÁXIMAS (mm/hora)


T P.Max Duración en minutosaños 24 horas 5 10 15 20500 155.66 194.20 145.40 118.50 101.40200 147.08 173.80 130.10 106.00 90.70100 140.13 158.30 118.50 96.50 82.6050 132.70 142.80 106.90 87.10 74.5025 124.63 127.30 95.30 77.60 66.4010 112.59 106.80 79.90 65.20 55.705 101.86 91.30 68.30 55.70 47.703 92.35 79.90 59.80 48.70 41.702 82.93 70.80 53.00 43.20 37.00

Fuente: Elaboración del autor

Resultado del Análisis de Regresión

Constante 2.217728 Log (K)= 2.2177Err. estándar de est.Y 0.025379R cuadrada 0.988297Núm. de observaciones 54Grado de libertad 51

Coeficiente(s) X 0.181905 -0.527138Error estándar de coef. 0.004355 0.010083

K = 165.09 m = 0.182 n =

CUADRO 11

LLUVIAS MÁXIMAS (mm)


Duración en minutos

30 6040.21 52.8035.97 47.2332.76 43.0229.56 38.8126.35 34.6022.11 28.8418.90 24.8216.54 21.7214.66 19.25

CUADRO 12

INTENSIDADES MÁXIMAS (mm/hora)


Duración en minutos30 60

80.40 52.8071.90 47.2065.50 43.0059.10 38.8052.70 34.6044.20 28.8037.80 24.8033.10 21.7029.30 19.30

Resultado del Análisis de Regresión

0.527

CUADRO 13

CURVA: INTENSIDAD-DURACIÓN-FRECUENCIAESTACION: CO "TARAPOTO"

I =K =

m =n =

Duración (t) Período de Retorno (T) en años(minutos) 25 50

5 126.93 143.9910 88.08 99.9220 61.12 69.3330 49.36 55.9940 42.41 48.1150 37.71 42.7760 34.25 38.8570 31.58 35.8280 29.43 33.3990 27.66 31.38

100 26.17 29.68110 24.88 28.23120 23.77 26.96

GRAFICO 03

K T m

tn

0 10 20 30 40 50 60 70 80 90 100 110 1200

10

20

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CURVA INTENSIDAD-DURAC IÓ N-FREC UENCIA

25 50 100


Intensidad (mm/hora)


CUADRO 13

CURVA: INTENSIDAD-DURACIÓN-FRECUENCIAESTACION: CO "TARAPOTO"

165.09

0.1820.527

Período de Retorno (T) en años100

163.33113.3478.6563.5254.5848.5244.0840.6437.8735.5933.6732.0230.59

GRAFICO 03

0 10 20 30 40 50 60 70 80 90 100 110 1200

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CURVA INTENSIDAD-DURAC IÓ N-FREC UENCIA

25 50 100


Intensidad (mm/hora)

CUADRO 14

CARACTERISTICAS DE CUENCA DE DRENAJE

N°

Progresiva

Cota Inicial Cota Final

Tiempo Concentración (horas)

Km. Temes

ALCANTARILLAS PROYECTADAS

1 0+680 ALC TMC 0.72 1000 384 312 72 0.0720 0.49

2 1+705 ALC TMC 0.75 2330 581 234 347 0.1489 0.82

3 2+760 ALC TMC 0.32 1240 378 267 111 0.0895 0.56

4 3+160 ALC TMC 0.30 910 430 252 178 0.1956 0.38

5 3+545 ALC TMC 0.89 1520 475 237 238 0.1566 0.59

6 4+230 ALC TMC 0.60 1140 455 238 217 0.1904 0.45

7 4+820 ALC TMC 0.11 500 353 242 111 0.2220 0.24

8 5+500 ALC TMC 0.10 450 344 239 105 0.2333 0.22

9 5+820 ALC TMC 0.59 1340 453 228 225 0.1679 0.53

10 5+980 ALC TMC 0.10 550 339 227 112 0.2036 0.26

11 6+230 ALC TMC 0.35 700 382 222 160 0.2286 0.30

12 6+700 ALC TMC 0.11 440 327 229 98 0.2227 0.21

13 6+960 ALC TMC 0.13 600 293 225 68 0.1133 0.31

14 9+610 ALC TMC 0.85 1120 513 279 234 0.2089 0.44

15 10+225 ALC TMC 0.51 1290 526 288 238 0.1845 0.50

16 10+750 ALC TMC 0.62 1240 509 303 206 0.1661 0.50

17 11+975 ALC TMC 0.33 1100 447 331 116 0.1055 0.49

18 14+640 ALC TMC 0.22 650 488 445 43 0.0662 0.36

BADENES PROYECTADOS

TIPO DE ELEMENTO

TIPO DE MATERIAL

Area(Km2)

Longituddel

cauce (m)

Desnivel(m)

Pendiente(m/m)


N°

Progresiva



Km. Temes


TIPO DE ELEMENTO

TIPO DE MATERIAL

Area(Km2)

Longituddel

cauce (m)

Desnivel(m)

Pendiente(m/m)

1 0+065 BADEN C°A° 0.04 300 291 233 58 0.1933 0.16

2 0+280 BADEN C°A° 0.16 650 424 249 175 0.2692 0.28

3 0+825 BADEN C°A° 0.10 480 410 233 177 0.3688 0.21

4 1+095 BADEN C°A° 0.19 550 423 241 182 0.3309 0.23

5 4+585 BADEN C°A° 0.10 470 336 241 95 0.2021 0.23

6 5+250 BADEN C°A° 0.12 400 375 238 137 0.3425 0.18

7 7+527 BADEN C°A° 0.02 120 222 220 2 0.0167 0.13

BADENES EXISTENTES

1 7+165 BADEN C°S° 0.02 100 223 220 3 0.0300 0.10

2 7+940 BADEN C°S° 0.03 200 265 234 31 0.1550 0.13

3 8+720 BADEN C°S° 0.66 1290 539 252 287 0.2225 0.48

4 9+610 BADEN C°S° 1.00 1120 513 279 234 0.2089 0.44

5 10+380 BADEN C°S° 0.10 570 364 295 69 0.1211 0.29

6 10+595 BADEN C°S° 0.09 550 358 300 58 0.1055 0.297 10+760 BADEN C°S° 0.10 500 330 302 28 0.0560 0.318 11+610 BADEN C°S° 0.26 960 484 351 133 0.1385 0.429 11+990 BADEN C°S° 0.05 180 351 331 20 0.1111 0.12

10 12+705 BADEN C°S° 0.10 480 391 341 50 0.1042 0.2611 12+930 BADEN C°S° 0.10 380 394 354 40 0.1053 0.2212 13+950 BADEN C°S° 0.10 320 435 410 25 0.0781 0.2013 14+640 BADEN C°S° 0.03 170 463 443 20 0.1176 0.1214 15+670 BADEN C°S° 0.03 180 514 501 13 0.0722 0.1315 15+950 BADEN C°S° 0.10 220 524 513 11 0.0500 0.17


N°

Progresiva



Km. Temes


TIPO DE ELEMENTO

TIPO DE MATERIAL

Area(Km2)

Longituddel

cauce (m)

Desnivel(m)

Pendiente(m/m)

16 16+220 BADEN C°S° 0.04 240 535 518 17 0.0708 0.1717 16+740 BADEN C°S° 0.04 160 580 556 24 0.1500 0.1118 17+230 BADEN C°S° 0.10 280 620 585 35 0.1250 0.1719 17+430 BADEN C°S° 0.04 180 612 585 27 0.1500 0.1220 17+550 BADEN C°S° 0.04 210 632 600 32 0.1524 0.1321 18+300 BADEN C°S° 0.10 350 665 639 26 0.0743 0.2222 19+220 BADEN C°S° 0.10 310 694 679 15 0.0484 0.22

PUENTES21 08+310 PUENTE PROYECTADO 50.00 12500 1034 240 794 0.0635 3.4522 12+480 BADEN EXISTENTE 31.90 9100 1034 330 704 0.0774 2.61

CUADRO 14



Promedio


0.43 0.46 Cambiar

0.85 0.84 cumple

0.55 0.56 cumple

0.35 0.37 cumple

0.54 0.57 cumple

0.41 0.43 cumple

0.20 0.22 cumple

0.18 0.20 cumple

0.49 0.51 cumple

0.23 0.25 cumple

0.25 0.28 cumple

0.18 0.20 cumple

0.28 0.30 cumple

0.38 0.41 cumple

0.47 0.49 cumple

0.45 0.48 cumple

0.47 0.48 cumple

0.32 0.34 cumple

BADENES PROYECTADOS

BransbyWilliams



Promedio


BransbyWilliams

0.14 0.15 cumple

0.25 0.27 cumple

0.18 0.20 cumple

0.20 0.22 cumple

0.20 0.22 cumple

0.15 0.17 cumple

0.10 0.12 cumple

BADENES EXISTENTES

0.07 0.09 cumple

0.10 0.12 cumple

0.44 0.46 Cambiar

0.37 0.41 Cambiar

0.27 0.28 cumple

0.27 0.28 cumple

0.27 0.29 cumple0.40 0.41 cumple0.09 0.11 cumple0.23 0.25 cumple0.18 0.20 cumple0.16 0.18 cumple0.09 0.11 cumple0.11 0.12 cumple0.12 0.15 cumple



Promedio


BransbyWilliams

0.14 0.16 cumple0.08 0.10 cumple0.13 0.15 cumple0.09 0.11 cumple0.10 0.12 cumple0.18 0.20 cumple0.17 0.20 cumple

PUENTES3.57 3.51 cumple2.61 2.61 cumple

CUADRO 15

CAUDALES MAXIMOS METODO RACIONALESTACION: CO "TARAPOTO"

K= 165.09m= 0.182n= 0.527T= 25 años (alcantarillas de alivio)T= 50 años (alc. de paso, badén)T= 100 años (puentes y pontones)T= 200 años (socavación) C: Coeficiente de Escorrentia

CuencaArea Tiempo de Intensidad

A concentración Tc mm/hora(km2) horas minutos T=25 T=50 T=100 T=200

1 0+680 ALC TMC 0.72 0.46 27.60 51.58 58.51 66.37 75.292 1+705 ALC TMC 0.75 0.84 50.10 37.67 42.73 48.47 54.983 2+760 ALC TMC 0.32 0.56 33.30 46.72 52.99 60.12 68.194 3+160 ALC TMC 0.30 0.37 21.90 58.27 66.10 74.98 85.055 3+545 ALC TMC 0.89 0.57 33.90 46.28 52.50 59.55 67.566 4+230 ALC TMC 0.60 0.43 25.80 53.44 60.63 68.77 78.017 4+820 ALC TMC 0.11 0.22 13.20 76.09 86.31 97.91 111.078 5+500 ALC TMC 0.10 0.20 12.00 80.01 90.76 102.96 116.799 5+820 ALC TMC 0.59 0.51 30.60 48.85 55.41 62.86 71.3010 5+980 ALC TMC 0.10 0.25 14.70 71.89 81.55 92.51 104.9411 6+230 ALC TMC 0.35 0.28 16.50 67.64 76.73 87.05 98.7412 6+700 ALC TMC 0.11 0.20 11.70 81.08 91.98 104.34 118.3613 6+960 ALC TMC 0.13 0.30 17.70 65.19 73.95 83.88 95.1614 9+610 ALC TMC 0.85 0.41 24.60 54.80 62.17 70.52 80.0015 10+225 ALC TMC 0.51 0.49 29.10 50.16 56.90 64.54 73.2216 10+750 ALC TMC 0.62 0.48 28.50 50.71 57.53 65.26 74.0317 11+975 ALC TMC 0.33 0.48 28.80 50.43 57.21 64.90 73.6218 14+640 ALC TMC 0.22 0.34 20.40 60.49 68.61 77.84 88.29

1 0+065 BADEN C°A° 0.04 0.15 9.00 93.11 105.62 119.82 135.922 0+280 BADEN C°A° 0.16 0.27 15.90 68.98 78.25 88.76 100.69

ProgresivaKm.

TOPO DE ELEMENTO

TIPO DE MATERIAL

77.00195.0 KTc H

LK

3

6.3

CIAQ

n

m

t

KTI

77.00195.0 KTc H

LK

3

CUADRO 15




A concentración Tc mm/horaProgresivaKm.

TOPO DE ELEMENTO

TIPO DE MATERIAL

77.00195.0 KTc H

LK

3

6.3

CIAQ

n

m

t

KTI

77.00195.0 KTc H

LK

3

3 0+825 BADEN C°A° 0.10 0.20 11.70 81.08 91.98 104.34 118.364 1+095 BADEN C°A° 0.19 0.22 12.90 77.02 87.37 99.11 112.425 4+585 BADEN C°A° 0.10 0.22 12.90 77.02 87.37 99.11 112.426 5+250 BADEN C°A° 0.12 0.17 9.90 88.55 100.45 113.94 129.267 7+527 BADEN C°A° 0.02 0.12 6.90 107.11 121.50 137.83 156.35

1 7+165 BADEN C°S° 0.02 0.09 5.10 125.61 142.49 161.64 183.362 7+940 BADEN C°S° 0.03 0.12 6.90 107.11 121.50 137.83 156.353 8+720 BADEN C°S° 0.66 0.46 27.60 51.58 58.51 66.37 75.294 9+610 BADEN C°S° 1.00 0.41 24.30 55.16 62.57 70.98 80.525 10+380 BADEN C°S° 0.10 0.28 16.80 67.00 76.01 86.22 97.816 10+595 BADEN C°S° 0.09 0.28 16.80 67.00 76.01 86.22 97.817 10+760 BADEN C°S° 0.10 0.29 17.40 65.78 74.62 84.64 96.028 11+610 BADEN C°S° 0.26 0.41 24.60 54.80 62.17 70.52 80.009 11+990 BADEN C°S° 0.05 0.11 6.30 112.37 127.47 144.60 164.0310 12+705 BADEN C°S° 0.10 0.25 14.70 71.89 81.55 92.51 104.9411 12+930 BADEN C°S° 0.10 0.20 12.00 80.01 90.76 102.96 116.7912 13+950 BADEN C°S° 0.10 0.18 10.80 84.58 95.94 108.84 123.4613 14+640 BADEN C°S° 0.03 0.11 6.30 112.37 127.47 144.60 164.0314 15+670 BADEN C°S° 0.03 0.12 7.20 104.73 118.81 134.77 152.8815 15+950 BADEN C°S° 0.10 0.15 8.70 94.79 107.53 121.98 138.3716 16+220 BADEN C°S° 0.04 0.16 9.30 91.51 103.81 117.76 133.59

CUADRO 15




A concentración Tc mm/horaProgresivaKm.

TOPO DE ELEMENTO

TIPO DE MATERIAL

77.00195.0 KTc H

LK

3

6.3

CIAQ

n

m

t

KTI

77.00195.0 KTc H

LK

3

17 16+740 BADEN C°S° 0.04 0.10 5.70 118.46 134.38 152.43 172.9218 17+230 BADEN C°S° 0.10 0.15 9.00 93.11 105.62 119.82 135.9219 17+430 BADEN C°S° 0.04 0.11 6.30 112.37 127.47 144.60 164.0320 17+550 BADEN C°S° 0.04 0.12 6.90 107.11 121.50 137.83 156.3521 18+300 BADEN C°S° 0.10 0.20 12.00 80.01 90.76 102.96 116.7922 19+220 BADEN C°S° 0.10 0.20 11.70 81.08 91.98 104.34 118.36

PUENTES24 8+310.00 PUENTE PROYECTADO 50.0025 12+480.00 PUENTE EXISTENTE 31.90

CUADRO 15

CAUDALES MAXIMOS METODO RACIONAL

Caudal MáximoC(m3/s)

T=25 T=50 T=100 T=2004.13 4.68 5.31 6.02 0.403.14 3.56 4.04 4.58 0.401.66 1.88 2.14 2.42 0.401.94 2.20 2.50 2.84 0.404.58 5.19 5.89 6.68 0.403.56 4.04 4.58 5.20 0.400.93 1.05 1.20 1.36 0.400.89 1.01 1.14 1.30 0.403.20 3.63 4.12 4.67 0.400.80 0.91 1.03 1.17 0.402.63 2.98 3.39 3.84 0.400.99 1.12 1.28 1.45 0.400.94 1.07 1.21 1.37 0.405.18 5.87 6.66 7.56 0.402.84 3.22 3.66 4.15 0.403.49 3.96 4.50 5.10 0.401.85 2.10 2.38 2.70 0.401.48 1.68 1.90 2.16 0.40

0.41 0.47 0.53 0.60 0.401.23 1.39 1.58 1.79 0.40

6.3

CIAQ

CUADRO 15



6.3

CIAQ

0.90 1.02 1.16 1.32 0.401.63 1.84 2.09 2.37 0.400.86 0.97 1.10 1.25 0.401.18 1.34 1.52 1.72 0.400.24 0.27 0.31 0.35 0.40

0.28 0.32 0.36 0.41 0.400.36 0.41 0.46 0.52 0.403.78 4.29 4.87 5.52 0.406.13 6.95 7.89 8.95 0.400.74 0.84 0.96 1.09 0.400.63 0.72 0.81 0.92 0.400.73 0.83 0.94 1.07 0.401.58 1.80 2.04 2.31 0.400.62 0.71 0.80 0.91 0.400.80 0.91 1.03 1.17 0.400.89 1.01 1.14 1.30 0.400.94 1.07 1.21 1.37 0.400.37 0.42 0.48 0.55 0.400.35 0.40 0.45 0.51 0.401.05 1.19 1.36 1.54 0.400.41 0.46 0.52 0.59 0.40

CUADRO 15



6.3

CIAQ

0.53 0.60 0.68 0.77 0.401.03 1.17 1.33 1.51 0.400.50 0.57 0.64 0.73 0.400.48 0.54 0.61 0.69 0.400.89 1.01 1.14 1.30 0.400.90 1.02 1.16 1.32 0.40

PUENTES165.84142.41

CUADRO 16DIMENSIONAMIENTO DE ESTRUCTURAS DE DRENAJE EN QUEBRADAS DE CAUCE DEFINIDO

Nº Cuenca

1 0+680 ALC - TMC 36 4.682 1+705 ALC - TMC 60 3.563 2+760 ALC - TMC 48 1.884 3+160 ALC - TMC 48 2.205 3+545 ALC - TMC 72 5.196 4+230 ALC - TMC 60 4.047 4+820 ALC - TMC 36 1.058 5+500 ALC - TMC 36 1.019 5+820 ALC - TMC 60 3.6310 5+980 ALC - TMC 36 0.9111 6+230 ALC - TMC 60 2.9812 6+700 ALC - TMC 36 1.1213 6+960 ALC - TMC 36 1.0714 9+610 ALC - TMC 72 5.8715 10+225 ALC - TMC 60 3.2216 10+750 ALC - TMC 60 3.9617 11+975 ALC - TMC 48 2.1018 14+640 ALC - TMC 48 1.68

BADENES PROYECTADOS1 0+065 BADEN - C°A° 5 4 0.472 0+280 BADEN - C°A° 5 4 1.393 0+825 BADEN - C°A° 5 4 1.024 1+095 BADEN - C°A° 5 4 1.845 4+585 BADEN - C°A° 5 4 0.976 5+250 BADEN - C°A° 5 4 1.347 7+527 BADEN - C°A° 5 4 0.27

BADENES EXISTENTES1 7+165 BADEN - C°S° 3.5 4.5 0.322 7+940 BADEN - C°S° 3.5 4.5 0.413 8+720 BADEN - C°S° 3.5 4.5 4.294 9+610 BADEN - C°S° 3.5 4.5 6.955 10+380 BADEN - C°S° 5 4.5 0.846 10+595 BADEN - C°S° 3.5 4.5 0.727 10+760 BADEN - C°S° 5 4.5 0.838 11+610 BADEN - C°S° 5 4.5 1.809 11+990 BADEN - C°S° 3.5 4.5 0.7110 12+705 BADEN - C°S° 5.5 4.5 0.9111 12+930 BADEN - C°S° 5 4.5 1.0112 13+950 BADEN - C°S° 5 4.5 1.0713 14+640 BADEN - C°S° 5 4.5 0.4214 15+670 BADEN - C°S° 5 4 0.4015 15+950 BADEN - C°S° 5.5 5 1.1916 16+220 BADEN - C°S° 4.5 5 0.4617 16+740 BADEN - C°S° 4.5 5 0.6018 17+230 BADEN - C°S° 5 5 1.1719 17+430 BADEN - C°S° 4.5 5 0.57

Estructuraexistente

BxH

Estructurapropuesta

BxHDimensiones mínimas

CaudalHidrológicoQm. (m3/s)

20 17+550 BADEN - C°S° 4 5 0.5421 18+300 BADEN - C°S° 4 5 1.0122 19+220 BADEN - C°S° 4 5 1.02

PUENTES21 8+310.00 PUENTE - PROYECTADO 17 4.5 165.8422 12+480.00 BADEN - EXISTENTE 16 4 142.41

Tipo

Puente 16 4 42.7 217.6Puente 17 4.5 51.1 275.9

TMC 36" 0.9 0.9 0.5 1.2

TMC 48" 1.2 1.2 0.9 2.4

TMC 60" 1.5 1.5 1.4 4.4

TMC 72" 1.8 1.8 2.0 6.7

BADEN 3.5BADEN 4BADEN 4.5BADEN 5BADEN 5.5BADEN 7BADEN 8

Luz(m)

Altura(m)

Área (m2)

Caudal crítico(m3/s)

CUADRO 16DIMENSIONAMIENTO DE ESTRUCTURAS DE DRENAJE EN QUEBRADAS DE CAUCE DEFINIDO

1.2 Cambiar4.4 cumple2.4 cumple2.4 cumple6.7 cumple4.4 cumple1.2 cumple1.2 cumple4.4 cumple1.2 cumple4.4 cumple1.2 cumple1.2 cumple6.7 cumple4.4 cumple4.4 cumple2.4 cumple2.4 cumple

BADENES PROYECTADOS2.0 cumple2.0 cumple2.0 cumple2.0 cumple2.0 cumple2.0 cumple2.0 cumple

BADENES EXISTENTES0.8 cumple0.8 cumple0.8 Cambiar REEMPLAZAR POR 7 x 40.8 Cambiar REMPLAZAR POR ALCANTARILLA DE 72"2.0 cumple0.8 cumple2.0 cumple2.0 cumple0.8 cumple2.6 cumple2.0 cumple2.0 cumple2.0 cumple2.0 cumple2.6 cumple1.5 cumple1.5 cumple2.0 cumple1.5 cumple

Caudal de diseñoQd (m3/s)

VerificaciónQd>Qm

1.1 cumple1.1 cumple1.1 cumple

PUENTES275.9 cumple217.6 cumple

5.1 0.23 16 217.65.4 0.23 17 275.92.4 1.35

36 1.22.8 1.23

48 2.43.2 1.14

60 4.43.4 1.07

72 6.73.5 0.78

4 1.124.5 1.53

5 2.035.5 2.61

7 4.978 7.1

Velocidad crítica(m/s)

Pendiente crítica(%)

Cuadro Nº17: Caudales Máximos Método del Hidrograma Triangular

Nombre Km.

Area Tiempo de

concentración

tc (horas)

1 8+310 PUENTE DE 17 METROS 50.00 3.51

2 12+480 PUENTE EXISTENTE DE 16 METROS 31.90 2.61

EstructuraProyectada

(km2)

hp

1

de

de 2

tr

tp t

b

q

t

qp

Syntetic Unit Hidrographby Mockus, VictorUS. SCS.

de

de/2

tbtp

hp

1

de

de 2

tr

tp t

b

q

t

qp


de

de/2

tbtp

77.00195.0 KTc 6.3

CIAQ 77.00195.0 KTc 6.3

CIAQ 77.00195.0 KTc 77.00195.0 KTc 77.00195.0 KTc

hp

1

de

de 2

tr

tp t

b

q

t

qp


de

de/2

tbtp

hp

1

de

de 2

tr

tp t

b

q

t

qp


de

de/2

tbtp 6.3

CIAQ 77.00195.0 KTc 6.3

CIAQ 77.00195.0 KTc 77.00195.0 KTc 77.00195.0 KTc


Tiempo de Tiempo Tiempo Caudal Número Lluvia efectiva, Pe, mm

retraso pico base Unitario qp de curva50 años 100 años 500 años 50 años

tr (horas) tp (horas) tb (horas) N

2.11 3.86 10.31 2.69 70 56.0 61.7 73.9 150.6

1.57 2.87 7.66 2.31 70 56.0 61.7 73.9 129.3

Cálculo de la lluvia efectiva Pe.Método de los Números de Escurrimiento.US.Soil Conservation ServiceSuelos textura tipo B

Altura de lluvia

132.70 mm140.1 mm155.7 mm

Para cuencas grandes:

Caudal Máximo (m3/s)

(m3/s/mm)

P50

=P

100=

P500

=

hp

1

de

de 2

tr

tp t

b

q

t

qp


de

de/2

tbtp

hp

1

de

de 2

tr

tp t

b

q

t

qp


de

de/2

tbtp

32.202032

08.5508

2

NP

NP

Pe

rcp ttt

rc

p tt

t 2

Para cuencas pequeñas:

hp

1

de

de 2

tr

tp t

b

q

t

qp


de

de/2

tbtp

hp

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t 2


100 años 500 años

165.8 198.7

142.4 170.6

Caudal Máximo (m3/s)

1.- Analisis Hidrologico Amorarca

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Transcript of 1.- Analisis Hidrologico Amorarca