memoria de calculo avenidas
DESCRIPTION
Hidráulica fluvial de la CH Maria AuxiliadoraTRANSCRIPT
MODELAMIENTO HIDRAULICO EN MAXIMAS AVENIDAS
Q=522 m3/s
CARACTERISTICAS INICIALES DE LA BOCATOMA - COMPUERTAS RADIALES
Compuerta de Limpia (L) = 1 X 1.4 m
Compuerta Radial (1) = 3.5 X 3 m
Compuerta Radial (2) = 3.5 X 3 m
CARACTERISTICAS DE LA VENTANA DE CAPTACION
Longitud Total de la Ventana de Captación = 7.2 m
Longitud Neta de la Ventana de Captación = 3.8 m
Altura de la ventana = 1.9 m
Altura del Umbral = 0.5 m
L
1 2
CONDICION DE MAXIMAS AVENIDAS
Para la condición de máximas avenidas con un periodo de retorno de 10 años, con un caudal de
522 m3/s. se considera mantener todas la compuertas abiertas de la estructura transversal en su
totalidad.
ESTRUCTURA LATERAL
ESTRUCTURA EN LINEA ‐ COMPUERTA DE LIMPIA
ESTRUCTURA EN LINEA ‐ COMPUERTA RADIAL 1
ESTRUCTURA EN LINEA ‐ COMPUERTA RADIAL 2
SECCIONES TRANSVERSALES
HEC-RAS
0 20 40 60 80500
510
520
530
540
550
plan 12/03/2014 RS = 1250 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80500
505
510
515
520
525
530
535
540
plan 12/03/2014 RS = 1225 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80500
505
510
515
520
525
530
535
plan 12/03/2014 RS = 1200 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80500
505
510
515
520
525
530
plan 12/03/2014 RS = 1175 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80500
505
510
515
520
plan 12/03/2014 RS = 1150 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80498
500
502
504
506
508
510
512
514
plan 12/03/2014 RS = 1125 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80498
500
502
504
506
508
510
512
514
516
518
plan 12/03/2014 RS = 1100 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80495
500
505
510
515
520
plan 12/03/2014 RS = 1075 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80495
500
505
510
515
520
plan 12/03/2014 RS = 1050 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80495
500
505
510
515
520
plan 12/03/2014 RS = 1025 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80498
500
502
504
506
508
510
512
514
516
plan 12/03/2014 RS = 1000 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80496
498
500
502
504
506
508
510
512
514
plan 12/03/2014 RS = 975 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80496
498
500
502
504
506
508
510
512
514
plan 12/03/2014 RS = 950 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80495
500
505
510
515
520
plan 12/03/2014 RS = 925 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80495
500
505
510
515
520
525
plan 12/03/2014 RS = 900 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80495
500
505
510
515
520
plan 12/03/2014 RS = 875 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80496
498
500
502
504
506
508
510
512
plan 12/03/2014 RS = 850 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100496
498
500
502
504
506
508
510
512
514
plan 12/03/2014 RS = 825 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100495
500
505
510
515
plan 12/03/2014 RS = 800 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100496
498
500
502
504
506
508
510
512
514
plan 12/03/2014 RS = 775 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100496
498
500
502
504
506
508
510
512
514
plan 12/03/2014 RS = 750 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80494
496
498
500
502
504
506
508
plan 12/03/2014 RS = 725 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80490
495
500
505
510
515
plan 12/03/2014 RS = 700 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100490
495
500
505
510
515
520
plan 12/03/2014 RS = 675 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100490
495
500
505
510
515
plan 12/03/2014 RS = 662.5 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100490
495
500
505
510
515
520
plan 12/03/2014 RS = 650 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100490
495
500
505
510
515
520
plan 12/03/2014 RS = 639 IS CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100492
494
496
498
500
502
504
506
508
510
512
plan 12/03/2014 RS = 625 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100 120490
495
500
505
510
515
520
plan 12/03/2014 RS = 600 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100 120490
495
500
505
510
515
520
525
plan 12/03/2014 RS = 575 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100 120485
490
495
500
505
510
515
plan 12/03/2014 RS = 550 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80 100 120485
490
495
500
505
510
plan 12/03/2014 RS = 525 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80486
488
490
492
494
496
498
500
502
plan 12/03/2014 RS = 500 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80484
486
488
490
492
494
plan 12/03/2014 RS = 475 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80484
485
486
487
488
489
490
491
plan 12/03/2014 RS = 450 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80484
485
486
487
488
489
490
plan 12/03/2014 RS = 425 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80483
484
485
486
487
488
plan 12/03/2014 RS = 400 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80482
483
484
485
486
487
488
plan 12/03/2014 RS = 375 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80480
482
484
486
488
490
plan 12/03/2014 RS = 350 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80480
482
484
486
488
490
492
494
plan 12/03/2014 RS = 325 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80478
480
482
484
486
488
490
492
494
496
plan 12/03/2014 RS = 300 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80476
478
480
482
484
486
488
490
492
494
plan 12/03/2014 RS = 275 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80476
478
480
482
484
486
488
490
492
494
plan 12/03/2014 RS = 250 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80475
480
485
490
495
plan 12/03/2014 RS = 225 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80475
480
485
490
495
plan 12/03/2014 RS = 200 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80475
480
485
490
495
plan 12/03/2014 RS = 175 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80474
476
478
480
482
484
486
488
490
492
494
plan 12/03/2014 RS = 150 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80474
476
478
480
482
484
486
488
490
plan 12/03/2014 RS = 125 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80474
476
478
480
482
484
486
488
plan 12/03/2014 RS = 100 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80474
476
478
480
482
484
486
488
plan 12/03/2014 RS = 75 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
WS T=10 años
Crit T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80472
474
476
478
480
482
484
486
488
490
plan 12/03/2014 RS = 50 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
0 20 40 60 80472
474
476
478
480
482
484
486
488
plan 12/03/2014 RS = 25 CAUDAL=522 m3/S
Station (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
Bank Sta
.06 .045 .06
PERFIL LONGITUDINAL
580 600 620 640 660 680 700
494
496
498
500
plan 12/03/2014 CAUDAL=522 m3/S
Main Channel Distance (m)
Ele
vatio
n (m
)
Legend
EG T=10 años
Crit T=10 años
WS T=10 años
Ground
RIO TRAMO
CUADRO DE RESUMEN DE RESULTADOS
HEC-RAS Plan: plan River: RIO Reach: TRAMO Profile: T=10 años
Reach River Sta Profile Q Total Min Ch El W.S. Elev Max Chl Dpth Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(m3/s) (m) (m) (m) (m) (m) (m/m) (m/s) (m2) (m)
TRAMO 1250 T=10 años 522.00 504.00 507.65 3.65 506.99 508.53 0.007989 4.17 125.28 38.17 0.73
TRAMO 1225 T=10 años 522.00 504.00 506.87 2.87 506.87 508.21 0.015753 5.14 101.64 38.02 1.00
TRAMO 1200 T=10 años 522.00 503.00 506.33 3.33 506.37 507.80 0.016213 5.37 97.18 34.59 1.02
TRAMO 1175 T=10 años 522.00 501.00 504.54 3.54 505.25 507.14 0.031991 7.14 73.12 29.46 1.44
TRAMO 1150 T=10 años 522.00 500.00 502.77 2.77 503.76 506.03 0.056172 8.00 65.26 33.96 1.84
TRAMO 1125 T=10 años 522.00 499.99 503.99 4.00 503.35 504.74 0.006820 3.86 138.63 49.28 0.70
TRAMO 1100 T=10 años 522.00 499.00 503.20 4.20 503.20 504.45 0.014400 4.99 107.33 44.51 0.98
TRAMO 1075 T=10 años 522.00 499.00 502.29 3.29 502.63 503.96 0.023096 5.74 92.34 43.76 1.22
TRAMO 1050 T=10 años 522.00 498.38 502.68 4.30 502.35 503.54 0.009948 4.12 127.47 51.29 0.82
TRAMO 1025 T=10 años 522.00 497.00 502.76 5.76 501.60 503.28 0.004148 3.22 165.41 50.44 0.55
TRAMO 1000 T=10 años 522.00 498.00 502.51 4.51 501.75 503.15 0.005900 3.57 150.04 52.16 0.65
TRAMO 975 T=10 años 522.00 497.00 501.62 4.62 501.57 502.90 0.009263 5.29 119.51 46.70 0.85
TRAMO 950 T=10 años 522.00 497.00 501.61 4.61 501.29 502.59 0.008156 4.66 132.93 50.71 0.78
TRAMO 925 T=10 años 522.00 498.00 501.60 3.60 501.04 502.33 0.006888 4.24 152.80 53.62 0.72
TRAMO 900 T=10 años 522.00 497.60 501.43 3.83 500.87 502.17 0.007107 4.20 150.54 54.12 0.72
TRAMO 875 T=10 años 522.00 497.00 500.72 3.72 500.70 501.90 0.011930 5.11 120.07 50.40 0.93
TRAMO 850 T=10 años 522.00 497.60 500.41 2.81 500.41 501.56 0.014668 4.78 112.24 50.27 0.99
TRAMO 825 T=10 años 522.00 497.00 499.26 2.26 499.72 500.96 0.035909 5.81 91.71 58.82 1.45
TRAMO 800 T=10 años 522.00 496.00 500.19 4.19 499.36 500.62 0.004777 2.93 181.57 70.09 0.57
TRAMO 775 T=10 años 522.00 496.00 500.09 4.09 499.10 500.51 0.004383 2.91 184.76 65.98 0.55
TRAMO 750 T=10 años 522.00 496.00 499.81 3.81 499.01 500.37 0.005562 3.40 162.49 58.14 0.63
TRAMO 725 T=10 años 522.00 495.35 499.14 3.79 498.96 500.13 0.011724 4.46 122.30 51.01 0.89
TRAMO 700 T=10 años 522.00 494.55 498.71 4.16 498.52 499.82 0.011692 4.76 116.17 44.29 0.89
TRAMO 675 T=10 años 522.00 494.00 498.66 4.66 498.23 499.49 0.008592 4.10 133.95 52.05 0.77
TRAMO 662.5 T=10 años 522.00 493.99 498.98 4.99 496.69 499.29 0.001642 2.49 218.10 53.26 0.37
TRAMO 660 Lat Struct
TRAMO 650 T=10 años 481.08 493.98 499.01 5.03 496.44 499.25 0.001293 2.18 225.85 52.90 0.32
TRAMO 639 Inl Struct
TRAMO 625 T=10 años 481.08 493.24 496.75 3.51 496.14 497.44 0.006650 3.70 134.87 51.65 0.69
TRAMO 600 T=10 años 481.08 492.00 495.82 3.82 495.82 497.13 0.015435 5.08 94.72 36.30 1.00
TRAMO 575 T=10 años 481.08 490.00 493.90 3.90 494.64 496.44 0.036041 7.07 68.07 29.89 1.49
TRAMO 550 T=10 años 481.08 488.82 493.03 4.21 493.79 495.62 0.029863 7.16 68.54 30.74 1.39
TRAMO 525 T=10 años 481.08 488.00 492.13 4.13 492.89 494.78 0.037252 7.21 66.71 29.36 1.52
TRAMO 500 T=10 años 481.08 487.38 490.17 2.79 491.22 493.55 0.059266 8.15 59.04 31.21 1.89
TRAMO 475 T=10 años 481.08 485.00 488.04 3.04 489.21 491.96 0.063773 8.79 55.35 29.63 1.98
TRAMO 450 T=10 años 481.08 484.99 487.56 2.57 488.42 490.31 0.042941 7.42 67.53 38.21 1.65
TRAMO 425 T=10 años 481.08 484.00 486.13 2.13 487.03 489.03 0.060520 7.56 64.50 45.06 1.88
TRAMO 400 T=10 años 481.08 483.15 486.23 3.08 486.61 487.78 0.021603 5.63 93.87 53.62 1.18
TRAMO 375 T=10 años 481.08 482.29 484.86 2.57 485.50 487.01 0.038230 6.52 75.20 43.73 1.53
HEC-RAS Plan: plan River: RIO Reach: TRAMO Profile: T=10 años (Continued)
Reach River Sta Profile Q Total Min Ch El W.S. Elev Max Chl Dpth Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(m3/s) (m) (m) (m) (m) (m) (m/m) (m/s) (m2) (m)
TRAMO 350 T=10 años 481.08 481.69 484.49 2.80 484.89 486.10 0.023939 5.70 89.27 50.38 1.24
TRAMO 325 T=10 años 481.08 480.01 482.83 2.82 483.58 485.24 0.042626 6.97 72.97 45.32 1.62
TRAMO 300 T=10 años 481.08 478.75 481.59 2.84 482.38 484.18 0.040703 7.16 68.85 37.90 1.60
TRAMO 275 T=10 años 481.08 477.00 480.00 3.00 480.95 483.09 0.042865 7.83 63.26 31.78 1.66
TRAMO 250 T=10 años 481.08 477.00 480.78 3.78 480.66 482.10 0.011119 5.19 100.29 36.78 0.91
TRAMO 225 T=10 años 481.08 477.00 480.47 3.47 480.42 481.80 0.012274 5.27 102.20 41.44 0.95
TRAMO 200 T=10 años 481.08 477.00 480.22 3.22 480.11 481.48 0.011914 5.17 104.87 42.45 0.93
TRAMO 175 T=10 años 481.08 476.00 479.93 3.93 479.93 481.19 0.011482 5.31 112.95 54.06 0.92
TRAMO 150 T=10 años 481.08 474.82 477.45 2.63 478.39 480.49 0.048421 7.73 62.51 31.97 1.72
TRAMO 125 T=10 años 481.08 474.00 478.85 4.85 477.81 479.50 0.004605 3.65 147.56 54.36 0.59
TRAMO 100 T=10 años 481.08 474.00 478.70 4.70 477.85 479.38 0.004833 3.79 149.31 57.07 0.61
TRAMO 75 T=10 años 481.08 474.64 478.04 3.40 478.04 479.15 0.011236 4.88 114.69 53.70 0.90
TRAMO 50 T=10 años 481.08 473.00 476.78 3.78 477.26 478.67 0.025604 6.10 79.93 39.43 1.28
TRAMO 25 T=10 años 481.08 472.00 474.87 2.87 475.84 477.75 0.042977 7.58 66.03 37.00 1.64