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    Lab 1 I&C

    Uploaded by

    Yanina Molina Castillo
    The document contains data from an experiment measuring the emptying of a tank. It includes measurements of mass, time, density, flow rate, and height at different times. A graph shows flow rate increases with height. The data is fitted to a power curve with an R2 value of 0.98. Additional data tables include measurements of time, height, and calculated values used to model the emptying of the tank over time.

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    © All Rights Reserved
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    Lab 1 I&C

    Uploaded by

    Yanina Molina Castillo
    19 views10 pages
    The document contains data from an experiment measuring the emptying of a tank. It includes measurements of mass, time, density, flow rate, and height at different times. A graph shows flow rate increases with height. The data is fitted to a power curve with an R2 value of 0.98. Additional data tables include measurements of time, height, and calculated values used to model the emptying of the tank over time.

    Original Description:

    Original Title

    Lab 1 I&C (1) (8)

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    © © All Rights Reserved

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    The document contains data from an experiment measuring the emptying of a tank. It includes measurements of mass, time, density, flow rate, and height at different times. A graph shows flow rate increases with height. The data is fitted to a power curve with an R2 value of 0.98. Additional data tables include measurements of time, height, and calculated values used to model the emptying of the tank over time.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    19 views10 pages

    Lab 1 I&C

    Uploaded by

    Yanina Molina Castillo
    The document contains data from an experiment measuring the emptying of a tank. It includes measurements of mass, time, density, flow rate, and height at different times. A graph shows flow rate increases with height. The data is fitted to a power curve with an R2 value of 0.98. Additional data tables include measurements of time, height, and calculated values used to model the emptying of the tank over time.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    of 10

    masa balde vacio (Kg) 0.

    65
    tiempo (s) 15
    Densidad 16°C (Kg/m3) 999.03

    masa (Kg) promedio masa caudal altura (cm) altura (m)


    2.95
    2.85 2.9 0.00019352 2 0.02
    2.3
    2.4 2.35 0.00015682 1.1 0.011
    3.6
    3.6 3.6 0.00024023 3 0.03
    4.35
    4.3 4.325 0.00028861 4 0.04
    Caudal VS Altura
    0.00035

    0.0003
    f(x) = 0.00125992128327375 x^0.467940558492349
    0.00025 R² = 0.98154646040061

    0.0002

    0.00015

    0.0001

    0.00005

    0
    0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045
    t (s) t(s) h (cm) h (cm) h (m) Ec1 C
    0 0 12 0 0 0 0
    25.55 25.55 11.5 1 0.01 0.00179125 6.73835E-05
    26.16 51.71 11 1.5 0.015 0.00361927 0.00012952
    31.28 82.99 10.5 2 0.02 0.00579713 0.00020172
    34.51 117.5 10 2.5 0.025 0.00818989 0.00028258
    36.26 153.76 9.5 3 0.03 0.01069274 0.00037277
    33.66 187.42 9 3.5 0.035 0.01300585 0.00048374
    39.88 227.3 8.5 4 0.04 0.01573367 0.00058885
    43.08 270.38 8 4.5 0.045 0.01866493 0.00069354
    59.88 330.26 7.5 5 0.05 0.02271281 0.00074459
    60.02 390.28 7 5.5 0.055 0.02673947 0.00079866
    71.1 461.38 6.5 6 0.06 0.03147001 0.00081396
    85.13 546.51 6 6.5 0.065 0.03707826 0.00077962
    101.35 647.86 5.5 7 0.07 0.04367666 0.00069292
    119.35 767.21 5 7.5 0.075 0.05133912 0.00055984
    131.45 898.66 4.5 8 0.08 0.05964541 0.00041431
    190.41 1089.07 4 8.5 0.085 0.07143472 0.00018402
    252.14 1341.21 3.5 9 0.09 0.08661479 1.14596E-05
    1292.65 2633.86 3 9.5 0.095 0.15726022 0.00387634
    0.01169582
    Chart Titl
    valores experimentales 0.18
    Kp Tp Ae B
    0.16
    1.72411368 7893.6604718 0.3215 0.000245
    0.14
    0.12
    0.1
    valores teoricos f(x) = 0.0224206891141421 ln(x) − 0.082143
    0.08 R² = 0.972113896292188
    Kp Tp
    0.06
    5829.73749 1874.2606039
    0.04
    0.02
    0
    0 500 1000 1500
    Chart Title

    0224206891141421 ln(x) − 0.0821436130425631


    72113896292188

    500 1000 1500 2000 2500 3000


    h (m) h (cm) t (s) t (s) y = √(h(t)+a) y = √(h(t)+a)
    0.48 48 0 0 1.21655251 0.76157731
    0.47 47 15.72 15.72 3.07733651 0.75498344 Altura en función del
    0.46 46 15.38 31.1 3.0757113 0.74833148 esta
    0.45 45 12.84 43.94 3.07408523 0.74161985 0.8
    0.44 44 18.35 62.29 3.0724583 0.73484692

    √(h+a
    f(x) = − 0.000461165539477591
    0.6 R² = 0.999655343412888
    0.43 43 12.66 74.95 3.07083051 0.72801099 0.4
    0.42 42 15.56 90.51 3.06920185 0.72111026 0.2
    0.41 41 15.81 106.32 3.06757233 0.71414284 0
    0.4 40 14.03 120.35 3.06594194 0.70710678 0 100 200 300 400

    0.39 39 15.74 136.09 3.06431069 0.7


    0.38 38 14.61 150.7 3.06267857 0.69282032
    0.37 37 17.32 168.02 3.06104557 0.68556546
    0.36 36 14.64 182.66 3.05941171 0.678233
    0.35 35 18.31 200.97 3.05777697 0.67082039
    0.34 34 13.68 214.65 3.05614136 0.66332496
    0.33 33 18.19 232.84 3.05450487 0.65574385
    0.32 32 16.02 248.86 3.0528675 0.64807407
    0.31 31 15.85 264.71 3.05122926 0.64031242
    0.3 30 18.13 282.84 3.04959014 0.63245553
    0.29 29 16.89 299.73 3.04795013 0.6244998
    0.28 28 18.02 317.75 3.04630924 0.6164414
    0.27 27 17.48 335.23 3.04466747 0.60827625
    0.26 26 16.74 351.97 3.04302481 0.6
    0.25 25 17.37 369.34 3.04138127 0.59160798
    0.24 24 19.78 389.12 3.03973683 0.58309519
    0.23 23 18.06 407.18 3.03809151 0.57445626
    0.22 22 20.28 427.46 3.03644529 0.56568542
    0.21 21 18.76 446.22 3.03479818 0.55677644
    0.2 20 22.68 468.9 3.03315018 0.54772256
    0.19 19 17.11 486.01 3.03150128 0.53851648
    0.18 18 19.03 505.04 3.02985148 0.52915026
    0.17 17 20.95 525.99 3.02820079 0.51961524
    0.16 16 23.78 549.77 3.02654919 0.50990195
    0.15 15 26.84 576.61 3.02489669 0.5
    0.14 14 16.84 593.45 3.02324329 0.48989795
    0.13 13 22.86 616.31 3.02158899 0.47958315
    0.12 12 23.34 639.65 3.01993377 0.46904158
    0.11 11 24.12 663.77 3.01827765 0.45825757
    0.1 10 25.79 689.56 3.01662063 0.4472136
    0.09 9 15.95 705.51 3.01496269 0.43588989
    0.08 8 33.49 739 3.01330383 0.42426407
    0.07 7 25.73 764.73 3.01164407 0.41231056
    0.06 6 30.71 795.44 3.00998339 0.4
    0.05 5 29.84 825.28 3.00832179 0.38729833
    0.04 4 29.84 855.12 3.00665928 0.37416574
    0.03 3 19.02 874.14 3.00499584 0.36055513
    0.02 2 19.058 893.198 3.00333148 0.34641016
    0.01 1 25.4 918.598 3.0016662 0.33166248
    0 0 30.21 948.808 3 0.31622777
    t (s) h (cm)
    0 -20
    Altura en función del tiempo en el vaciado del 76 -19
    estanque 151 -18
    0.8
    289 -17
    0.6
    f(x) = − 0.000461165539477591 x + 0.762868704387543 354 -16
    R² = 0.999655343412888
    0.4
    488 -15
    0.2
    680 -14
    0
    895 0
    0 100 200 300 400 500 600 700 800 900 1000 1590 1
    Tiempo (s)

    diametro estanque cm 0.64


    area 0.6431
    -B/ At -0.0004611655
    -B 0.00071713
    h (cm)
    4
    5 Dinamica de nivel de un estanque
    6 14
    7 12
    8
    10
    9
    10 8
    h (cm)

    11 6
    12
    4

    0
    0 200 400 600 800 1000 1200 1400 1600 1800
    tiempo (s)
    Datos Solver 1ra Cambio
    Q1 1.63E-04 E 4.55E-05
    Q2 2.08E-04 kp 2637.36356
    E 4.55E-05 tp 1.98249034
    b 3.74E-04 t 1590 s 12

    Cuando t ¥
    Experimental
    h 12
    kp 263736.26

    h(t) 0.120000042149348 m

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