Calculos de Socavacion

download Calculos de Socavacion

of 9

Transcript of Calculos de Socavacion

  • 7/28/2019 Calculos de Socavacion

    1/9

    a) Para suelos granulares b) Suelos cohesivos

    CALCULOS DE SOCAVACIN

    Determin acin de la profun didad de so cavacin en su elos hom ogneos

    El u determinamos de la s te tabla 3.22:

  • 7/28/2019 Calculos de Socavacion

    2/9

    Tr:

    = 200 mm

    = 1.1 tn/m

    SECCIO r Q Total Vel Area de flujo ALTURA DE

    Factor de correccin por forma de transporte de sedimentos

    Coef iciente de frecuencia

    tiempo de retorno

    Exponente variable en funcin del dimetro medio de la partcula

  • 7/28/2019 Calculos de Socavacion

    3/9

    aos (m3/s) (m/s) (m2) (m) SOCAVAC

    260 2 21.700 2.69 8.08 0.73 1.0 0.8222 0.10 0.4270 0.9800 1.1257 1.5263 0.7963

    260 5 25.790 2.84 9.07 0.81 1.0 0.8609 0.10 0.4270 0.9700 1.1257 1.6808 0.8708

    260 10 28.880 2.94 9.83 0.86 1.0 0.8902 0.10 0.4270 0.9700 1.1257 1.7608 0.9008260 25 32.980 3.05 10.8 0.94 1.0 0.9289 0.10 0.4270 0.9600 1.1257 1.9100 0.9700

    260 50 36.070 3.14 11.5 0.99 1.0 0.9582 0.10 0.4270 0.9600 1.1257 1.9855 0.9955

    260 100 39.170 3.21 12.19 1.04 1.0 0.9875 0.10 0.4270 0.9600 1.1257 2.0592 1.0192

    260 500 46.360 3.36 13.79 1.15 1.0 1.0555 0.10 0.4270 0.9400 1.1257 2.2430 1.0930

    0.10 1.1257

    240 2 21.700 4.77 4.55 0.31 1.0 0.8222 0.10 0.4270 0.9900 1.1257 0.5573 0.2473

    240 5 25.790 4.94 5.22 0.35 1.0 0.8609 0.10 0.4270 0.9800 1.1257 0.6263 0.2763

    240 10 28.880 5.07 5.7 0.38 1.0 0.8902 0.10 0.4270 0.9800 1.1257 0.6734 0.2934

    240 25 32.980 5.22 6.32 0.42 1.0 0.9289 0.10 0.4270 0.9700 1.1257 0.7400 0.3200

    240 50 36.070 5.32 6.78 0.44 1.0 0.9582 0.10 0.4270 0.9700 1.1257 0.7645 0.3245240 100 39.170 5.42 7.23 0.46 1.0 0.9875 0.10 0.4270 0.9600 1.1257 0.7942 0.3342

    240 500 46.360 5.63 8.24 0.52 1.0 1.0555 0.10 0.4270 0.9600 1.1257 0.8746 0.3546

    0.10 1.1257

    220 2 21.700 3.77 5.75 0.4 1.0 0.8222 0.10 0.4270 1.0000 1.1257 0.7453 0.3453

    220 5 25.790 4.02 6.41 0.43 1.0 0.8609 0.10 0.4270 0.9900 1.1257 0.7908 0.3608

    220 10 28.880 4.19 6.89 0.45 1.0 0.8902 0.10 0.4270 0.9800 1.1257 0.8205 0.3705

    220 25 32.980 4.39 7.51 0.48 1.0 0.9289 0.10 0.4270 0.9800 1.1257 0.8587 0.3787

    220 50 36.070 4.52 7.97 0.5 1.0 0.9582 0.10 0.4270 0.9800 1.1257 0.8812 0.3812

    220 100 39.170 4.65 8.42 0.52 1.0 0.9875 0.10 0.4270 0.9700 1.1257 0.9098 0.3898

    220 500 46.360 4.92 9.42 0.56 1.0 1.0555 0.10 0.4270 0.9600 1.1257 0.9537 0.3937

    0.10 1.1257

    200 2 21.700 4.92 4.41 0.31 1.0 0.8222 0.10 0.4270 1.0000 1.1257 0.5534 0.2434

    200 5 25.790 5.12 5.03 0.35 1.0 0.8609 0.10 0.4270 0.9900 1.1257 0.6218 0.2718

    200 10 28.880 5.26 5.49 0.38 1.0 0.8902 0.10 0.4270 0.9900 1.1257 0.6687 0.2887

    200 25 32.980 5.42 6.08 0.42 1.0 0.9289 0.10 0.4270 0.9800 1.1257 0.7347 0.3147

    200 50 36.070 5.54 6.52 0.44 1.0 0.9582 0.10 0.4270 0.9800 1.1257 0.7590 0.3190

    200 100 39.170 1.63 24.03 1.39 1.0 0.9875 0.10 0.4270 0.9700 1.1257 2.8686 1.4786

    200 500 46.360 1.66 27.95 1.58 1.0 1.0555 0.10 0.4270 0.9600 1.1257 3.2029 1.6229

    SECCIO Tr Q Total Vel Area de flujo h ALTURA DE

  • 7/28/2019 Calculos de Socavacion

    4/9

    aos (m3/s) (m/s) (m2) (m) SOCAVAC

    180 2 21.700 3.14 6.92 0.99 1.0 0.8222 0.10 0.4270 1.0000 1.1257 2.1480 1.1580

    180 5 25.790 3.27 7.9 1.07 1.0 0.8609 0.10 0.4270 0.9900 1.1257 2.2935 1.2235

    180 10 28.880 3.34 8.64 1.13 1.0 0.8902 0.10 0.4270 0.9900 1.1257 2.3878 1.2578180 25 32.980 3.46 9.52 1.2 1.0 0.9289 0.10 0.4270 0.9800 1.1257 2.5039 1.3039

    180 50 36.070 3.54 10.19 1.26 1.0 0.9582 0.10 0.4270 0.9800 1.1257 2.5936 1.3336

    180 100 39.170 3.59 10.91 1.31 1.0 0.9875 0.10 0.4270 0.9800 1.1257 2.6576 1.3476

    180 500 46.360 3.74 12.38 1.41 1.0 1.0555 0.10 0.4270 0.9700 1.1257 2.7839 1.3739

    0.10 1.1257

    160 2 21.700 9.15 2.37 0.39 1.0 0.8222 0.10 0.4270 0.9900 1.1257 0.7287 0.3387

    160 5 25.790 9.29 2.78 0.44 1.0 0.8609 0.10 0.4270 0.9900 1.1257 0.8124 0.3724

    160 10 28.880 9.38 3.08 0.48 1.0 0.8902 0.10 0.4270 0.9800 1.1257 0.8847 0.4047

    160 25 32.980 9.49 3.48 0.52 1.0 0.9289 0.10 0.4270 0.9800 1.1257 0.9428 0.4228

    160 50 36.070 9.56 3.77 0.55 1.0 0.9582 0.10 0.4270 0.9800 1.1257 0.9850 0.4350160 100 39.170 9.63 4.07 0.58 1.0 0.9875 0.10 0.4270 0.9700 1.1257 1.0336 0.4536

    160 500 46.360 9.78 4.74 0.64 1.0 1.0555 0.10 0.4270 0.9600 1.1257 1.1147 0.4747

    0.10 1.1257

    140 2 21.700 3.05 7.12 0.35 1.0 0.8222 0.10 0.4270 1.0000 1.1257 0.6377 0.2877

    140 5 25.790 3.29 7.84 0.36 1.0 0.8609 0.10 0.4270 0.9900 1.1257 0.6426 0.2826

    140 10 28.880 3.46 8.34 0.37 1.0 0.8902 0.10 0.4270 0.9900 1.1257 0.6482 0.2782

    140 25 32.980 3.71 8.88 0.39 1.0 0.9289 0.10 0.4270 0.9800 1.1257 0.6738 0.2838

    140 50 36.070 3.9 9.25 0.41 1.0 0.9582 0.10 0.4270 0.9800 1.1257 0.6989 0.2889

    140 100 39.170 4.08 9.59 0.42 1.0 0.9875 0.10 0.4270 0.9700 1.1257 0.7090 0.2890

    140 500 46.360 4.48 10.35 0.46 1.0 1.0555 0.10 0.4270 0.9700 1.1257 0.7525 0.2925

    0.10 1.1257

    120 2 21.700 7.12 3.05 0.47 1.0 0.8222 0.10 0.4270 0.9900 1.1257 0.9062 0.4362

    120 5 25.790 7.13 3.62 0.51 1.0 0.8609 0.10 0.4270 0.9900 1.1257 0.9653 0.4553

    120 10 28.880 7.14 4.05 0.54 1.0 0.8902 0.10 0.4270 0.9800 1.1257 1.0152 0.4752

    120 25 32.980 7.18 4.59 0.57 1.0 0.9289 0.10 0.4270 0.9800 1.1257 1.0496 0.4796

    120 50 36.070 7.23 4.99 0.6 1.0 0.9582 0.10 0.4270 0.9800 1.1257 1.0904 0.4904

    120 100 39.170 7.27 5.39 0.62 1.0 0.9875 0.10 0.4270 0.9700 1.1257 1.1173 0.4973

    120 500 46.360 7.41 6.26 0.69 1.0 1.0555 0.10 0.4270 0.9700 1.1257 1.2082 0.5182

    SECCIO Tr Q Total Vel Area de flujo h ALTURA DE

  • 7/28/2019 Calculos de Socavacion

    5/9

    a os m s m s m m

    100 2 21.700 8.37 2.59 0.36 1.0 0.8222 0.10 0.4270 0.9900 1.1257 0.6637 0.3037

    100 5 25.790 8.61 3 0.4 1.0 0.8609 0.10 0.4270 0.9900 1.1257 0.7268 0.3268

    100 10 28.8808.82

    3.28 0.431.0 0.8902 0.10

    0.42700.9800 1.1257 0.7780 0.3480

    100 25 32.980 9.05 3.64 0.46 1.0 0.9289 0.10 0.4270 0.9800 1.1257 0.8171 0.3571

    100 50 36.070 9.21 3.92 0.49 1.0 0.9582 0.10 0.4270 0.9800 1.1257 0.8607 0.3707

    100 100 39.170 9.35 4.19 0.51 1.0 0.9875 0.10 0.4270 0.9700 1.1257 0.8894 0.3794

    100 500 46.360 9.68 4.79 0.57 1.0 1.0555 0.10 0.4270 0.9700 1.1257 0.9666 0.3966. .

    80 2 21.700 5.63 3.85 0.59 1.0 0.8222 0.10 0.4270 0.9900 1.1257 1.1818 0.5918

    80 5 25.790 5.9 4.37 0.6 1.0 0.8609 0.10 0.4270 0.9800 1.1257 1.1753 0.5753

    80 10 28.880 6.11 4.73 0.62 1.0 0.8902 0.10 0.4270 0.9800 1.1257 1.1929 0.5729

    80 25 32.980 6.44 5.12 0.66 1.0 0.9289 0.10 0.4270 0.9700 1.1257 1.2546 0.5946

    80 50 36.070 6.67 5.41 0.69 1.0 0.9582 0.10 0.4270 0.9700 1.1257 1.2930 0.6030

    80 100 39.170 6.88 5.69 0.72 1.0 0.9875 0.10 0.4270 0.9700 1.1257 1.3305 0.6105

    80 500 46.360 7.35 6.31 0.78 1.0 1.0555 0.10 0.4270 0.9600 1.1257 1.4044 0.62440.10 1.1257

    60 2 21.700 5.83 3.72 0.72 1.0 0.8222 0.10 0.4270 0.9800 1.1257 1.5019 0.7819

    60 5 25.790 6.02 4.28 0.77 1.0 0.8609 0.10 0.4270 0.9800 1.1257 1.5729 0.8029

    60 10 28.880 6.17 4.68 0.81 1.0 0.8902 0.10 0.4270 0.9800 1.1257 1.6301 0.8201

    60 25 32.980 6.43 5.12 0.85 1.0 0.9289 0.10 0.4270 0.9700 1.1257 1.6858 0.8358

    60 50 36.070 6.61 5.46 0.89 1.0 0.9582 0.10 0.4270 0.9700 1.1257 1.7406 0.8506

    60 100 39.170 6.78 5.78 0.93 1.0 0.9875 0.10 0.4270 0.9600 1.1257 1.8071 0.8771

    60 500 46.360 7.14 6.49 1.02 1.0 1.0555 0.10 0.4270 0.9600 1.1257 1.9212 0.9012

    0.10 1.1257

    40 2 21.700 3.11 6.98 0.96 1.0 0.8222 0.10 0.4270 0.9800 1.1257 2.1017 1.1417

    40 5 25.790 3.31 7.78 1.05 1.0 0.8609 0.10 0.4270 0.9700 1.1257 2.2758 1.2258

    40 10 28.880 3.37 8.56 1.13 1.0 0.8902 0.10 0.4270 0.9700 1.1257 2.4222 1.2922

    40 25 32.980 3.78 8.74 1.14 1.0 0.9289 0.10 0.4270 0.9700 1.1257 2.3753 1.2353

    40 50 36.070 4.03 8.95 1.17 1.0 0.9582 0.10 0.4270 0.9600 1.1257 2.4132 1.2432

    40 100 39.170 4.26 9.19 1.19 1.0 0.9875 0.10 0.4270 0.9600 1.1257 2.4101 1.2201

    40 500 46.360 4.77 9.73 1.24 1.0 1.0555 0.10 0.4270 0.9600 1.1257 2.4134 1.1734

    SECCION Tr Q Total Vel Area de flujo h ALTURA DE

  • 7/28/2019 Calculos de Socavacion

    6/9

    aos (m3/s) (m/s) (m2) (m) SOCAVAC

    20 2 21.700 0.01 3.72 1.05 1.0 0.8222 0.10 0.4270 0.9700 1.1257 2.3504 1.3004

    20 5 25.790 0.01 4.28 1.13 1.0 0.8609 0.10 0.4270 0.9600 1.1257 2.4977 1.3677

    20 10 28.880 0.01 4.68 1.14 1.0 0.8902 0.10 0.4270 0.9600 1.1257 2.4651 1.325120 25 32.980 0.01 5.12 1.5 1.0 0.9289 0.10 0.4270 0.9600 1.1257 3.2966 1.7966

    20 50 36.070 0.01 5.46 1.49 1.0 0.9582 0.10 0.4270 0.9600 1.1257 3.2006 1.7106

    20 100 39.170 0.01 5.78 1.47 1.0 0.9875 0.10 0.4270 0.9500 1.1257 3.1074 1.6374

    20 500 46.360 0.01 6.49 1.57 1.0 1.0555 0.10 0.4270 0.9400 1.1257 3.2265 1.6565

    0.10 1.1257

    0 2 21.700 3.53 6.14 1.25 1.0 0.8222 0.10 0.4270 0.9400 1.1257 2.9454 1.6954

    0 5 25.790 3.66 7.04 1.35 1.0 0.8609 0.10 0.4270 0.9400 1.1257 3.1202 1.7702

    0 10 28.880 3.75 7.7 1.42 1.0 0.8902 0.10 0.4270 0.9400 1.1257 3.2332 1.8132

    0 25 32.980 3.87 8.53 1.5 1.0 0.9289 0.10 0.4270 0.9400 1.1257 3.3456 1.8456

    0 50 36.070 3.83 9.42 1.49 1.0 0.9582 0.10 0.4270 0.9400 1.1257 3.2482 1.75820 100 39.170 3.82 10.26 1.47 1.0 0.9875 0.10 0.4270 0.9400 1.1257 3.1305 1.6605

    0 500 46.360 3.95 11.73 1.57 1.0 1.0555 0.10 0.4270 0.9400 1.1257 3.2265 1.6565

    SECCION Tr Q Total Vel Area de flujo h ALTURA DE

  • 7/28/2019 Calculos de Socavacion

    7/9

    aos (m3/s) (m/s) (m2) (m) SOCAVAC

    160 2 21.700 1.15 18.82 0.9 1.0 0.8222 0.10 0.4270 0.9800 1.1257 1.9491 1.0491

    160 5 25.790 1.23 20.89 0.97 1.0 0.8609 0.10 0.4270 0.9800 1.1257 2.0598 1.0898

    160 10 28.880 1.29 22.42 1.03 1.0 0.8902 0.10 0.4270 0.9700 1.1257 2.1737 1.1437160 25 32.980 1.35 24.43 1.09 1.0 0.9289 0.10 0.4270 0.9700 1.1257 2.2541 1.1641

    160 50 36.070 1.39 25.93 1.14 1.0 0.9582 0.10 0.4270 0.9700 1.1257 2.3242 1.1842

    160 100 39.170 1.43 27.37 1.19 1.0 0.9875 0.10 0.4270 0.9600 1.1257 2.4101 1.2201

    160 500 46.360 1.52 30.59 1.29 1.0 1.0555 0.10 0.4270 0.9600 1.1257 2.5275 1.2375

    0.10 1.1257

    140 2 21.700 2.14 10.16 0.64 1.0 0.8222 0.10 0.4270 0.9700 1.1257 1.3183 0.6783

    140 5 25.790 2.35 10.99 0.69 1.0 0.8609 0.10 0.4270 0.9700 1.1257 1.3937 0.7037

    140 10 28.880 2.5 11.56 0.72 1.0 0.8902 0.10 0.4270 0.9600 1.1257 1.4412 0.7212

    140 25 32.980 2.66 12.39 0.76 1.0 0.9289 0.10 0.4270 0.9600 1.1257 1.4901 0.7301

    140 50 36.070 2.78 12.97 0.79 1.0 0.9582 0.10 0.4270 0.9600 1.1257 1.5254 0.7354

    140 100 39.170 2.87 13.67 0.83 1.0 0.9875 0.10 0.4270 0.9600 1.1257 1.5823 0.7523

    140 500 46.360 3.02 15.37 0.91 1.0 1.0555 0.10 0.4270 0.9500 1.1257 1.6939 0.7839.

    120 2 21.700 2.27 9.57 0.52 1.0 0.8222 0.10 0.4270 0.9600 1.1257 1.0420 0.5220

    120 5 25.790 2.39 10.79 0.58 1.0 0.8609 0.10 0.4270 0.9600 1.1257 1.1462 0.5662

    120 10 28.880 2.47 11.68 0.62 1.0 0.8902 0.10 0.4270 0.9600 1.1257 1.2103 0.5903

    120 25 32.980 2.58 12.8 0.68 1.0 0.9289 0.10 0.4270 0.9600 1.1257 1.3085 0.6285

    120 50 36.070 2.65 13.61 0.71 1.0 0.9582 0.10 0.4270 0.9500 1.1257 1.3565 0.6465

    120 100 39.170 2.86 13.69 0.72 1.0 0.9875 0.10 0.4270 0.9500 1.1257 1.3501 0.6301

    120 500 46.360 3.11 14.89 0.77 1.0 1.0555 0.10 0.4270 0.9400 1.1257 1.4040 0.6340

    0.10 1.1257

    100 2 21.700 6.23 3.48 0.27 1.0 0.8222 0.10 0.4270 0.9700 1.1257 0.4811 0.2111

    100 5 25.790 6.35 4.06 0.31 1.0 0.8609 0.10 0.4270 0.9700 1.1257 0.5474 0.2374

    100 10 28.880 6.42 4.5 0.34 1.0 0.8902 0.10 0.4270 0.9600 1.1257 0.6000 0.2600

    100 25 32.980 6.51 5.06 0.37 1.0 0.9289 0.10 0.4270 0.9600 1.1257 0.6428 0.2728

    100 50 36.070 6.58 5.48 0.4 1.0 0.9582 0.10 0.4270 0.9600 1.1257 0.6889 0.2889

    100 100 39.170 6.58 5.95 0.43 1.0 0.9875 0.10 0.4270 0.9600 1.1257 0.7340 0.3040

    100 500 46.360 6.66 6.96 0.49 1.0 1.0555 0.10 0.4270 0.9500 1.1257 0.8220 0.3320

    0.10

  • 7/28/2019 Calculos de Socavacion

    8/9

    80 2 21.700 0.53 40.68 2.39 1.0 0.8222 0.10 0.4270 0.9700 1.1257 6.1425 3.7525

    80 5 25.790 0.61 42.61 2.48 1.0 0.8609 0.10 0.4270 0.9600 1.1257 6.2553 3.7753

    80 10 28.880 0.66 44.06 2.32 1.0 0.8902 0.10 0.4270 0.9600 1.1257 5.6524 3.3324

    80 25 32.980 0.71 46.13 2.15 1.0 0.9289 0.10 0.4270 0.9600 1.1257 5.0197 2.869780 50 36.070 0.76 47.71 2.2 1.0 0.9582 0.10 0.4270 0.9600 1.1257 5.0453 2.8453

    80 100 39.170 0.8 49.22 2.25 1.0 0.9875 0.10 0.4270 0.9500 1.1257 5.1087 2.8587

    80 500 46.360 0.88 52.62 2.37 1.0 1.0555 0.10 0.4270 0.9500 1.1257 5.1808 2.8108

    0.10 1.1257

    60 2 21.700 2.47 8.79 0.61 1.0 0.8222 0.10 0.4270 0.9700 1.1257 1.2465 0.6365

    60 5 25.790 2.61 9.88 0.68 1.0 0.8609 0.10 0.4270 0.9600 1.1257 1.3802 0.7002

    60 10 28.880 2.68 10.77 0.73 1.0 0.8902 0.10 0.4270 0.9600 1.1257 1.4646 0.7346

    60 25 32.980 2.79 11.81 0.79 1.0 0.9289 0.10 0.4270 0.9600 1.1257 1.5590 0.7690

    60 50 36.070 2.88 12.53 0.83 1.0 0.9582 0.10 0.4270 0.9600 1.1257 1.6160 0.7860

    60 100 39.170 2.94 13.32 0.88 1.0 0.9875 0.10 0.4270 0.9600 1.1257 1.6942 0.814260 500 46.360 3.09 15.02 0.97 1.0 1.0555 0.10 0.4270 0.9600 1.1257 1.8117 0.8417

    SECCION Tr Q Total Vel Area de flujo h ALTURA DEaos (m3/s) (m/s) (m2) (m) SOCAVAC

    40 2 21.700 6.87 3.16 0.31 1.0 0.8222 0.10 0.4270 0.9600 1.1257 0.5695 0.2595

    40 5 25.790 6.98 3.69 0.35 1.0 0.8609 0.10 0.4270 0.9500 1.1257 0.6401 0.2901

    40 10 28.880 7.07 4.09 0.37 1.0 0.8902 0.10 0.4270 0.9500 1.1257 0.6672 0.2972

    40 25 32.980 7.16 4.6 0.4 1.0 0.9289 0.10 0.4270 0.9400 1.1257 0.7146 0.3146

    40 50 36.070 7.22 5 0.42 1.0 0.9582 0.10 0.4270 0.9400 1.1257 0.7402 0.320240 100 39.170 7.3 5.37 0.44 1.0 0.9875 0.10 0.4270 0.9400 1.1257 0.7652 0.3252

    40 500 46.360 7.43 6.24 0.49 1.0 1.0555 0.10 0.4270 0.9400 1.1257 0.8281 0.3381

    0.10 1.1257

    20 2 21.700 3.1 7.01 0.42 1.0 0.8222 0.10 0.4270 0.9400 1.1257 0.8240 0.4040

    20 5 25.790 3.36 7.69 0.46 1.0 0.8609 0.10 0.4270 0.9400 1.1257 0.8873 0.4273

    20 10 28.880 3.54 8.16 0.49 1.0 0.8902 0.10 0.4270 0.9400 1.1257 0.9331 0.4431

    20 25 32.980 3.76 8.78 0.52 1.0 0.9289 0.10 0.4270 0.9400 1.1257 0.9708 0.4508

    20 50 36.070 3.91 9.23 0.54 1.0 0.9582 0.10 0.4270 0.9400 1.1257 0.9927 0.4527

    20 100 39.170 4.06 9.65 0.57 1.0 0.9875 0.10 0.4270 0.9400 1.1257 1.0353 0.4653

    Hs Dm z

  • 7/28/2019 Calculos de Socavacion

    9/9

    20 500 46.360 4.36 10.63 0.62 1.0 1.0555 0.10 0.4270 0.9400 1.1257 1.0901 0.4701

    0.10 1.1257

    0 2 21.700 4.01 5.41 0.33 1.0 0.8222 0.10 0.4270 0.9400 1.1257 0.6217 0.2917

    0 5 25.790 4.21 6.13 0.37 1.0 0.8609 0.10 0.4270 0.9400 1.1257 0.6881 0.31810 10 28.880 4.34 6.66 0.4 1.0 0.8902 0.10 0.4270 0.9400 1.1257 0.7362 0.3362

    0 25 32.980 4.5 7.32 0.43 1.0 0.9289 0.10 0.4270 0.9400 1.1257 0.7775 0.3475

    0 50 36.070 4.59 7.85 0.44 1.0 0.9582 0.10 0.4270 0.9400 1.1257 0.7815 0.3415

    0 100 39.170 4.55 8.61 0.38 1.0 0.9875 0.10 0.4270 0.9400 1.1257 0.6448 0.2648

    0 500 46.360 4.72 9.83 0.37 1.0 1.0555 0.10 0.4270 0.9400 1.1257 0.5965 0.2265