cálculos microcuenca río secoq
DESCRIPTION
DDDTRANSCRIPT
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
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
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
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
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
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)
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
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