cálculos microcuenca río secoq

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Tabla N° 09.1 - Método Schumm i Rc 1 1.83 0.40 2 12.00 0.23 3 ….. …….. .- Relación de Confluencias (RC) Y Relación de Longitudes (RL) RL

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Page 1: Cálculos Microcuenca Río SecoQ

Tabla N° 09.1 - Método Schumm

i Rc1 1.83 0.402 12.00 0.233 ….. ……..

.- Relación de Confluencias (RC) Y Relación de Longitudes (RL)

RL

Page 2: Cálculos Microcuenca Río SecoQ
Page 3: Cálculos Microcuenca Río SecoQ

1 2 31 3774.2902 3354.6513 2120.98752 798.5511 2090.9646 3739.09053 806.6666 7811.24564 6138.059 992.03485 3643.9851 4744.07116 1755.9132 3986.90477 2829.8232 608.22228 1488.2358 2438.44349 2144.532

10 3582.091411 6821.631412 5045.862713 5789.009614 5057.370615 2377.013316 2150.955717 925.77118 759.061719 644.174520 968.112321 4573.957522 3309.9257

65384.9936 26026.5377 5860.07865.38 26.03 5.86

Page 4: Cálculos Microcuenca Río SecoQ

AREA BAJO LA CURVA PARTE LADO > D' RECT. EQUIVALENT.

PARCIAL

PARCIAL (Km) ACUMULADA (Km)%

1000 0 0 0 98.7 0 0

1250 1.92 1.95 1.92 96.78 0.395473416 0.395473416

1500 3.46 3.51 5.38 93.32 0.712676052 1.108149468

1750 6.57 6.66 11.95 86.75 1.353260596 2.461410065

2000 8.33 8.44 20.28 78.42 1.715777895 4.177187959

2250 10.96 11.11 31.24 67.46 2.257494085 6.434682044

2500 12.82 13 44.06 54.64 2.640608957 9.075291

2750 18.23 18.48 62.29 36.41 3.754937697 12.8302287

3000 14.59 14.79 76.88 21.82 3.005186012 15.83541471

3250 10.5 10.64 87.38 11.32 2.162745245 17.99815995

3500 6.72 6.81 94.1 4.6 1.384156957 19.38231691

3750 3.09 3.13 97.19 1.51 0.636465029 20.01878194

4000 1.51 1.53 98.7 0 0.311023364 20.3298053

COTA (m.s.n.m.)

AREA ACUMULADA

SOBRE LA CURVA (Km2)

ACUMULADA (Km2)Km2

Page 5: Cálculos Microcuenca Río SecoQ

1000 98.71250 96.781500 93.321750 86.752000 78.422250 67.462500 54.642750 36.413000 21.823250 11.323500 4.63750 1.514000 0

Page 6: Cálculos Microcuenca Río SecoQ

COTAS (m)

1 1000-1250 4.22 4.22 250 0.05924170616 17.337986972 1250-1500 6.04 1.82 250 0.13736263736 4.9106284733 1500-1750 8.12 2.08 250 0.12019230769 5.9996373224 1750-2000 10.2 2.08 250 0.12019230769 5.9996373225 2000-2250 11.98 1.78 250 0.1404494382 4.7496324076 2250-2500 14.63 2.65 250 0.09433962264 8.6277749167 2500-2750 17.7 3.07 250 0.08143322476 10.75814918 2750-3000 18.5 0.8 250 0.3125 1.4310835069 3000-3250 19.97 1.47 250 0.17006802721 3.564560562

10 3250-3500 20.78 0.81 250 0.30864197531 1.45811 3500-3750 21.63 0.85 250 0.29411764706 1.56732255812 3750-4000 22.23 0.6 250 0.41666666667 0.929516003

TOTAL 22.23 3000 67.33392913

LONG ACUMULADA (Km)

LONGITUD (Km)

DIFERENCIA DE COTAS (m)

PENDIENTE PARCIAL

Page 7: Cálculos Microcuenca Río SecoQ

1000 0

1250 4.221500 6.041750 8.122000 10.22250 11.982500 14.632750 17.73000 18.53250 19.973500 20.783750 21.634000 22.23

0 5 10 15 20 250

50010001500200025003000350040004500

f(x) = 130.270221676931 x + 736.341614220017

PERFIL DEL CAUCE PRINCIPAL

DISTANCIA (Km)

COTA

(msn

m)

Page 8: Cálculos Microcuenca Río SecoQ

METODO ORDEN NÚMERO LONGITUD (Km) PROMEDIO (Km)

SCHUMM1 10 27.53 2.7532 2 20.434 10.2173 1 5.77 5.77

HORTON1 12 35.03 2.91916666666672 2 12.934 6.4673 1 5.77 5.77

Page 9: Cálculos Microcuenca Río SecoQ

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