CALCULOS DE CAUDALES MAXIMOS

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  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900

    II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900

    III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CUADRANTE TRAMO D (m) L (m)

    I AB 0.5 900

    I BE 0.4 1200

    I EF 0.4 900

    I FA 0.6 1200

    II BC 0.5 900II CD 0.4 1200

    II DE 0.3 900

    II EB 0.4 1200

    III FE 0.4 900

    III EH 0.3 1200

    III HG 0.4 900III GF 0.4 1200

    IV ED 0.3 900

    IV DI 0.3 1200

    IV IH 0.3 900

    IV HE 0.3 1200

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    CÀLCULO PARA EL CAUDAL 2(Q2)

    Q(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.16 1.8776 11.7349

    0.04 0.5705 14.2621

    0.08 1.5424 19.2806 0.01270

    0.24 2.1830 9.0958

    ∑= -1.2774 54.3733

    0.12 1.1027 9.1893

    0.08 2.0566 25.7074

    0.06 3.6725 61.2084 0.00531

    0.04 0.5705 14.2621

    ∑= -1.0837 110.3672

    0.08 1.5424 19.2806

    0.04 2.3128 57.8192

    0.08 1.5424 19.2806 0.01932

    0.16 7.4140 46.3376

    ∑= -5.1013 142.7179

    0.06 3.6725 61.2084

    0.04 2.3128 57.8192

    0.04 1.7346 43.3644 -0.00476

    0.04 2.3128 57.8192

    ∑= 1.9379 220.2112

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    CÀLCULO PARA EL CAUDAL 3(Q3)

    Q2(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1727 2.1626 12.5221

    0.0474 0.7809 16.4757

    0.0866 1.7861 20.6245 0.00757

    0.2273 1.9741 8.6850

    ∑= -0.8167 58.3072

    0.1253 1.1945 9.5331

    0.0853 2.3157 27.1480

    0.0499 2.6114 52.3321 -0.00060

    0.0474 0.7809 16.4757

    ∑= 0.1179 105.4889

    0.0866 1.7861 20.6245

    0.0641 5.5336 86.3278

    0.0607 0.9255 15.2477 -0.001810.1407 5.8449 41.5415

    ∑= 0.5493 163.7414

    0.0499 2.6114 52.3321

    0.0352 1.8257 51.8660

    0.0448 2.1392 47.7495 0.00734

    0.0641 5.5336 86.3278

    ∑= -3.2357 238.2753

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    CÀLCULO PARA EL CAUDAL 4(Q4)

    Q3(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1803 2.3419 12.9889

    0.0556 1.0491 18.8688

    0.0772 1.4441 18.7054 -0.00085

    0.2197 1.8537 8.4375

    ∑= 0.0932 59.0007

    0.1247 1.1839 9.4943

    0.0847 2.2857 26.9856

    0.0578 3.4273 59.2954 0.00475

    0.0556 1.0491 18.8688

    ∑= -1.0068 114.6442

    0.0772 1.4441 18.7054

    0.0549 4.1546 75.6759

    0.0625 0.9769 15.6312 0.004840.1425 5.9840 41.9928

    ∑= -1.3622 152.0052

    0.0578 3.4273 59.2954

    0.0425 2.5873 60.8768

    0.0375 1.5394 41.0496 -0.00073

    0.0549 4.1546 75.6759

    ∑= 0.3206 236.8977

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    CÀLCULO PARA EL CAUDAL 6(Q6)

    Q5(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1825 2.3950 13.1235

    0.0535 0.9770 18.2613

    0.0793 1.5176 19.1371 -0.00032

    0.2175 1.8195 8.3657

    ∑= 0.0349 58.8876

    0.129 1.2606 9.7719

    0.089 2.5050 28.1458

    0.0554 3.1687 57.1960 0.00211

    0.0554 1.0421 18.8111

    0.0535 -0.4452 113.9248

    0.0829 1.6475 19.8730

    0.0793 8.2031 103.4435

    0.0583 0.8590 14.7337 -0.010060.1383 5.6618 40.9384

    ∑= 3.3298 178.9886

    0.0554 3.1687 57.1960

    0.0445 2.8170 63.3034

    0.0355 1.3909 39.1811 -0.00026

    0.0572 4.4823 78.3624

    ∑= 0.1124 238.0429

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    CÀLCULO PARA EL CAUDAL 7(Q7)

    Q6(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1822 2.3878 13.1052

    0.0511 0.8975 17.5626

    0.0696 1.1921 17.1282 -0.00259

    0.2178 1.8242 8.3755

    ∑= 0.2689 56.1715

    0.1311 1.2988 9.9069

    0.0911 2.6154 28.7093

    0.053 2.9194 55.0829 -0.00017

    0.053 0.9602 18.1162

    ∑= 0.0347 111.8153

    0.0732 1.3087 17.8783

    0.0695 6.4268 92.4716

    0.0684 1.1544 16.8768 -0.000410.1484 6.4504 43.4661

    ∑= 0.1307 170.6928

    0.053 2.9194 55.0829

    0.0442 2.7820 62.9405

    0.0358 1.4128 39.4624 -0.00271

    0.0474 3.1660 66.7933

    ∑= 1.1226 224.2790

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    CÀLCULO PARA EL CAUDAL 8(Q8)

    Q7(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1796 2.3251 12.9461

    0.0487 0.8210 16.8590

    0.0718 1.2628 17.5873 -0.00018

    0.2204 1.8647 8.4604

    ∑= 0.0187 55.8527

    0.1309 1.2951 9.8941

    0.0909 2.6048 28.6557

    0.0505 2.6698 52.8664 -0.00173

    0.0506 0.8813 17.4165

    ∑= 0.3489 108.8327

    0.0754 1.3824 18.3341

    0.0718 6.8258 95.0664

    0.0688 1.1669 16.9607 -0.001740.1488 6.4826 43.5657

    ∑= 0.5587 173.9268

    0.0505 2.6698 52.8664

    0.0415 2.4758 59.6571

    0.0385 1.6162 41.9782 -0.00018

    0.0497 3.4561 69.5383

    ∑= 0.0733 224.0401

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    CÀLCULO PARA EL CAUDAL 9(Q9)

    Q8(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1794 2.3203 12.9338

    0.0503 0.8716 17.3286

    0.0702 1.2112 17.2536 -0.00109

    0.2206 1.8678 8.4669

    ∑= 0.1130 55.9829

    0.1292 1.2642 9.7848

    0.0892 2.5154 28.1995

    0.0521 2.8283 54.2868 -0.00009

    0.0522 0.9335 17.8835

    ∑= 0.0177 110.1546

    0.0738 1.3286 18.0028

    0.0702 6.5470 93.2626

    0.0705 1.2208 17.3162 -0.000110.1505 6.6202 43.9884

    ∑= 0.0346 172.5701

    0.0521 2.8283 54.2868

    0.0413 2.4537 59.4126

    0.0387 1.6317 42.1635 -0.00096

    0.0481 3.2530 67.6308

    ∑= 0.3973 223.4938

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    CÀLCULO PARA EL CAUDAL 10(Q10)

    Q9(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1783 2.2941 12.8664

    0.0493 0.8398 17.0354

    0.0712 1.2433 17.4623 -0.00005

    0.2217 1.8851 8.5028

    ∑= 0.0055 55.8668

    0.1291 1.2624 9.7783

    0.0891 2.5102 28.1727

    0.0512 2.7386 53.4887 -0.00066

    0.0512 0.9007 17.5918

    ∑= 0.1332 109.0315

    0.0748 1.3621 18.2100

    0.0711 6.7032 94.2780

    0.0706 1.2240 17.3371 -0.000660.1506 6.6284 44.0132

    ∑= 0.2129 173.8383

    0.0512 2.7386 53.4887

    0.0403 2.3450 58.1876

    0.0397 1.7106 43.0878 -0.00002

    0.049 3.3665 68.7049

    ∑= 0.0065 223.4690

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    CÀLCULO PARA EL CAUDAL 11(Q11)

    Q10(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1782 2.2917 12.8602

    0.0499 0.8589 17.2114

    0.0706 1.2240 17.3371 -0.00039

    0.2218 1.8866 8.5060

    ∑= 0.0399 55.9148

    0.1284 1.2497 9.7332

    0.0884 2.4738 27.9844

    0.0518 2.7983 54.0210 -0.00002

    0.0518 0.9203 17.7669

    ∑= 0.0050 109.5056

    0.0742 1.3420 18.0857

    0.0705 6.5989 93.6013

    0.0713 1.2465 17.4831 -0.000030.1513 6.6855 44.1870

    ∑= 0.0088 173.3572

    0.0518 2.7983 54.0210

    0.0403 2.3450 58.1876

    0.0397 1.7106 43.0878 -0.00034

    0.0484 3.2907 67.9892

    ∑= 0.1420 223.2856

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    CÀLCULO PARA EL CAUDAL 12(Q12)

    Q11(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1778 2.2822 12.8357

    0.0495 0.8462 17.0941

    0.071 1.2369 17.4206 0.00001

    0.2222 1.8929 8.5191

    ∑= -0.0015 55.8694

    0.1284 1.2497 9.7332

    0.0884 2.4738 27.9844

    0.0515 2.7684 53.7550 -0.00024

    0.0514 0.9072 17.6502

    ∑= 0.0480 109.1228

    0.0746 1.3554 18.1686

    0.0708 6.6509 93.9398

    0.0713 1.2465 17.4831 -0.000230.1513 6.6855 44.1870

    ∑= 0.0743 173.7785

    0.0515 2.7684 53.7550

    0.04 2.3128 57.8192

    0.04 1.7346 43.3644 -0.00004

    0.0487 3.3285 68.3472

    ∑= 0.0181 223.2858

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    CÀLCULO PARA EL CAUDAL 13(Q13)

    Q12(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1778 2.2822 12.8357

    0.0498 0.8557 17.1821

    0.0708 1.2304 17.3789 -0.00014

    0.2222 1.8929 8.5191

    ∑= 0.0145 55.9157

    0.1282 1.2461 9.7204

    0.0882 2.4635 27.9306

    0.0517 2.7883 53.9324 -0.00002

    0.0517 0.9170 17.7378

    ∑= 0.0043 109.3211

    0.0744 1.3487 18.1272

    0.0706 6.6162 93.7141

    0.0715 1.2530 17.5248 -0.000030.1515 6.7019 44.2367

    ∑= 0.0100 173.6028

    0.0517 2.7883 53.9324

    0.04 2.3128 57.8192

    0.04 1.7346 43.3644 -0.00015

    0.0485 3.3033 68.1086

    ∑= 0.0632 223.2245

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    CÀLCULO PARA EL CAUDAL 14(Q14)

    Q13(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1777 2.2798 12.8296

    0.0497 0.8525 17.1528

    0.0709 1.2336 17.3997 -0.00004

    0.2223 1.8945 8.5223

    ∑= 0.0042 55.9044

    0.1282 1.2461 9.7204

    0.0882 2.4635 27.9306

    0.0516 2.7783 53.8437 -0.00009

    0.0516 0.9138 17.7086

    ∑= 0.0175 109.2032

    0.0745 1.3520 18.1479

    0.0707 6.6336 93.8270

    0.0715 1.2530 17.5248 -0.000100.1515 6.7019 44.2367

    ∑= 0.0307 173.7363

    0.0516 2.7783 53.8437

    0.0398 2.2914 57.5734

    0.0402 1.7507 43.5486 -0.00001

    0.0486 3.3159 68.2279

    ∑= 0.0032 223.1936

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    CÀLCULO PARA EL CAUDAL 15(Q15)

    Q14(m^3 !) "LM (m) "L Q1 #( m3 !)

    0.1777 2.2798 12.8296

    0.0497 0.8525 17.1528

    0.0708 1.2304 17.3789 -0.00007

    0.2223 1.8945 8.5223

    ∑= 0.0074 55.8835

    0.1281 1.2444 9.7139

    0.0881 2.4583 27.9037

    0.0517 2.7883 53.9324 0.00000

    0.0516 0.9138 17.7086

    ∑= 0.0006 109.2585

    0.0744 1.3487 18.1272

    0.0706 6.6162 93.7141

    0.0716 1.2563 17.5456 0.000000.1516 6.7100 44.2615

    ∑= -0.0014 173.6484

    0.0517 2.7883 53.9324

    0.0398 2.2914 57.5734

    0.0402 1.7507 43.5486 -0.00006

    0.0485 3.3033 68.1086

    ∑= 0.0258 223.1629

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    Q4(m^3) Q4($%!)

    0.179 179.446 → circuito i!r"

    0.050 49&999 ' * + ,- .m.**./-

    -0.083 -82.898 ' * + ,- .m.**./-

    -0.221 -220.554 → circuito i!r"

    0.129 129.447 → circuito i!r"

    0.089 89.447 → circuito i!r"

    -0.052 -52.322 ' * + ,- .m.**./-

    -0.050 -49.999 ' * + ,- .m.**./-

    0.083 82.898 ' * + ,- .m.**./-

    0.060 60.476 ' * + ,- .m.**./-

    -0.058 -57.656 → circuito i!r"-0.138 -137.656 → circuito i!r"

    0.052 52.322 ' * + ,- .m.**./-

    0.042 41.769 → circuito i!r"

    -0.038 -38.231 → circuito i!r"

    -0.060 -60.476 ' * + ,- .m.**./-

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    Q5(m^3) Q5($%!)

    0.182 182.475 → circuito i!r"

    0.053 53&485 ' * + ,- .m.**./-

    -0.079 -79.273 ' * + ,- .m.**./-

    -0.218 -217.525 → circuito i!r"

    0.129 128.990 → circuito i!r"

    0.089 88.990 → circuito i!r"

    -0.055 -55.449 ' * + ,- .m.**./-

    -0.053 -53.485 ' * + ,- .m.**./-

    0.079 79.273 ' * + ,- .m.**./-

    0.057 57.209 ' * + ,- .m.**./-

    -0.058 -58.252 → circuito i!r"-0.138 -138.252 → circuito i!r"

    0.055 55.449 ' * + ,- .m.**./-

    0.045 44.539 → circuito i!r"

    -0.035 -35.461 → circuito i!r"

    -0.057 -57.209 ' * + ,- .m.**./-

  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

    33/42

    Q6(m^3) Q6($%!)

    0.182 182.179 → circuito i!r"

    0.051 51&067 ' * + ,- .m.**./-

    -0.070 -69.565 ' * + ,- .m.**./-

    -0.218 -217.821 → circuito i!r"

    0.131 131.113 → circuito i!r"

    0.091 91.113 → circuito i!r"

    -0.053 -53.032 ' * + ,- .m.**./-

    -0.053 -52.967 ' * + ,- .m.**./-

    0.073 73.165 ' * + ,- .m.**./-

    0.069 69.499 ' * + ,- .m.**./-

    -0.068 -68.356 → circuito i!r"-0.148 -148.356 → circuito i!r"

    0.053 53.032 ' * + ,- .m.**./-

    0.044 44.245 → circuito i!r"

    -0.036 -35.755 → circuito i!r"

    -0.047 -47.399 ' * + ,- .m.**./-

  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

    34/42

    Q7(m^3) Q7($%!)

    0.180 179.612 → circuito i!r"

    0.049 48&680 ' * + ,- .m.**./-

    -0.072 -71.774 ' * + ,- .m.**./-

    -0.220 -220.388 → circuito i!r"

    0.131 130.932 → circuito i!r"

    0.091 90.932 → circuito i!r"

    -0.050 -50.462 ' * + ,- .m.**./-

    -0.051 -50.580 ' * + ,- .m.**./-

    0.075 75.374 ' * + ,- .m.**./-

    0.072 71.792 ' * + ,- .m.**./-

    -0.069 -68.814 → circuito i!r"-0.149 -148.814 → circuito i!r"

    0.050 50.462 ' * + ,- .m.**./-

    0.041 41.494 → circuito i!r"

    -0.039 -38.506 → circuito i!r"

    -0.050 -49.692 ' * + ,- .m.**./-

  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

    35/42

  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

    36/42

    Q9(m^3) Q9($%!)

    0.178 178.309 → circuito i!r"

    0.049 49&296 ' * + ,- .m.**./-

    -0.071 -71.182 ' * + ,- .m.**./-

    -0.222 -221.691 → circuito i!r"

    0.129 129.113 → circuito i!r"

    0.089 89.113 → circuito i!r"

    -0.051 -51.226 ' * + ,- .m.**./-

    -0.051 -51.196 ' * + ,- .m.**./-

    0.075 74.782 ' * + ,- .m.**./-

    0.071 71.053 ' * + ,- .m.**./-

    -0.071 -70.608 → circuito i!r"-0.151 -150.608 → circuito i!r"

    0.051 51.226 ' * + ,- .m.**./-

    0.040 40.339 → circuito i!r"

    -0.040 -39.661 → circuito i!r"

    -0.049 -48.953 ' * + ,- .m.**./-

  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

    37/42

    Q10(m^3) Q10($%!)

    0.178 178.246 → circuito i!r"

    0.050 49&907 ' * + ,- .m.**./-

    -0.071 -70.592 ' * + ,- .m.**./-

    -0.222 -221.754 → circuito i!r"

    0.128 128.439 → circuito i!r"

    0.088 88.439 → circuito i!r"

    -0.052 -51.845 ' * + ,- .m.**./-

    -0.052 -51.807 ' * + ,- .m.**./-

    0.074 74.192 ' * + ,- .m.**./-

    0.070 70.454 ' * + ,- .m.**./-

    -0.071 -71.262 → circuito i!r"-0.151 -151.262 → circuito i!r"

    0.052 51.845 ' * + ,- .m.**./-

    0.040 40.284 → circuito i!r"

    -0.040 -39.716 → circuito i!r"

    -0.048 -48.354 ' * + ,- .m.**./-

  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

    38/42

    Q11(m^3) Q11($%!)

    0.178 177.814 → circuito i!r"

    0.050 49&539 ' * + ,- .m.**./-

    -0.071 -70.958 ' * + ,- .m.**./-

    -0.222 -222.186 → circuito i!r"

    0.128 128.376 → circuito i!r"

    0.088 88.376 → circuito i!r"

    -0.051 -51.481 ' * + ,- .m.**./-

    -0.051 -51.439 ' * + ,- .m.**./-

    0.075 74.558 ' * + ,- .m.**./-

    0.071 70.816 ' * + ,- .m.**./-

    -0.071 -71.327 → circuito i!r"-0.151 -151.327 → circuito i!r"

    0.051 51.481 ' * + ,- .m.**./-

    0.040 39.956 → circuito i!r"

    -0.040 -40.044 → circuito i!r"

    -0.049 -48.716 ' * + ,- .m.**./-

  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

    39/42

    Q12(m^3) Q12($%!)

    0.178 177.814 → circuito i!r"

    0.050 49&752 ' * + ,- .m.**./-

    -0.071 -70.755 ' * + ,- .m.**./-

    -0.222 -222.186 → circuito i!r"

    0.128 128.162 → circuito i!r"

    0.088 88.162 → circuito i!r"

    -0.052 -51.694 ' * + ,- .m.**./-

    -0.052 -51.652 ' * + ,- .m.**./-

    0.074 74.355 ' * + ,- .m.**./-

    0.071 70.613 ' * + ,- .m.**./-

    -0.072 -71.531 → circuito i!r"-0.152 -151.531 → circuito i!r"

    0.052 51.694 ' * + ,- .m.**./-

    0.040 39.956 → circuito i!r"

    -0.040 -40.044 → circuito i!r"

    -0.049 -48.513 ' * + ,- .m.**./-

  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

    40/42

    Q13(m^3) Q13($%!)

    0.178 177.660 → circuito i!r"

    0.050 49&681 ' * + ,- .m.**./-

    -0.071 -70.909 ' * + ,- .m.**./-

    -0.222 -222.340 → circuito i!r"

    0.128 128.179 → circuito i!r"

    0.088 88.179 → circuito i!r"

    -0.052 -51.568 ' * + ,- .m.**./-

    -0.052 -51.581 ' * + ,- .m.**./-

    0.075 74.509 ' * + ,- .m.**./-

    0.071 70.722 ' * + ,- .m.**./-

    -0.072 -71.531 → circuito i!r"-0.152 -151.531 → circuito i!r"

    0.052 51.568 ' * + ,- .m.**./-

    0.040 39.847 → circuito i!r"

    -0.040 -40.153 → circuito i!r"

    -0.049 -48.622 ' * + ,- .m.**./-

  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

    41/42

    Q14(m^3) Q14($%!)

    0.178 177.660 → circuito i!r"

    0.050 49&747 ' * + ,- .m.**./-

    -0.071 -70.845 ' * + ,- .m.**./-

    -0.222 -222.340 → circuito i!r"

    0.128 128.113 → circuito i!r"

    0.088 88.113 → circuito i!r"

    -0.052 -51.679 ' * + ,- .m.**./-

    -0.052 -51.647 ' * + ,- .m.**./-

    0.074 74.445 ' * + ,- .m.**./-

    0.071 70.612 ' * + ,- .m.**./-

    -0.072 -71.596 → circuito i!r"-0.152 -151.596 → circuito i!r"

    0.052 51.679 ' * + ,- .m.**./-

    0.040 39.792 → circuito i!r"

    -0.040 -40.208 → circuito i!r"

    -0.049 -48.512 ' * + ,- .m.**./-

  • 8/16/2019 CALCULOS DE CAUDALES MAXIMOS

    42/42

    Q15(m^3) Q15($%!)

    0.178 177.629 → circuito i!r"

    0.050 49&632 ' * + ,- .m.**./-

    -0.071 -70.876 ' * + ,- .m.**./-

    -0.222 -222.371 → circuito i!r"

    0.128 128.097 → circuito i!r"

    0.088 88.097 → circuito i!r"

    -0.052 -51.640 ' * + ,- .m.**./-

    -0.052 -51.532 ' * + ,- .m.**./-

    0.074 74.476 ' * + ,- .m.**./-

    0.071 70.667 ' * + ,- .m.**./-

    -0.072 -71.596 → circuito i!r"-0.152 -151.596 → circuito i!r"

    0.052 51.640 ' * + ,- .m.**./-

    0.040 39.737 → circuito i!r"

    -0.040 -40.263 → circuito i!r"

    -0.049 -48.567 ' * + ,- .m.**./-