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ASIGNACION 3 Para El 2do Parcial

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  • Clculo de Psr y Tsr

    Yg

  • Tcab= 560 Tsep= 556.25p1 1062.966

    558.125 p2 1003.67751033.32175 P1 C 1062.966

    k= 113.631197 BUSCAR CALCULO DE K

    Qg Ph1 Ph2 Ph3 Ph42.6381 807.41728 814.8353 822.25408 830.6489784.0822 817.51811 834.79636 851.85133 868.670055.2607 828.78051 856.74728 883.98567 910.5288466.2279 839.95768 878.23684 915.06837 950.595167.0102 850.2159 897.7192 942.95699 986.2365318.375 870.5764 935.76488 996.71257 1054.23476

    8.54176 873.26913 940.73879 1003.6775 1062.02818

    presiones deCabezal

    Se toman las mismas tasas del IPR para calcular las presiones de cabezal

    5.460661341.30786773

    Numero de Reynolds E(Rugosidad) 0.0018d(diametro de la tuberia) 2.441

    Nre= 4039170.6 Longitud 1000

    556.251000

  • 1952 01700 2.638071500 4.082241300 5.26073900 7.01019300 8.3749614.7 8.54176

    0 8.54217

    Pwf(lpca)

    Qg(MMPCND)

  • Ph4829.67349868.69805

    910.5687 983.43950.63772 1083.63986.271471054.2245

    1062.9661062.966

    Se toman las mismas tasas del IPR para calcular las presiones de cabezal

    Q8.54176

  • Clculo de Psr y Tsr

    Yg

  • Tcab= 560 Tsep= 560p1 830.648978

    560 p2 830.648978830.648978

    1196793.06k= 112.48 BUSCAR CALCULO DE K P1 1093.98038

    Ph Qg g f

    830.648978 2.6381868.67005 4.0822

    910.528846 5.2607950.59516 6.2279

    986.236531 7.01021054.23476 8.3751062.02818 8.5236

    presiones deCabezal

    Se toman las mismas tasas del IPR para calcular las presiones de cabezal

    Numero de Reynolds E(Rugosidad) 0.0018d(diametro de la tuberia) 2.441

    Nre= 4107831.26 Longitud 4000

    800

    P12

  • Pcab

    982.44 983.431083.64 1083.631175.65

    Se toman las mismas tasas del IPR para calcular las presiones de cabezal

    Q8.5236

  • Clculo de Psr y Tsr

    Yg

  • Temperatura a cualquier profundidad (h)

    Th= 600 R

    Ttf= 560 RTf= 640 RH= 8000 piesh= 4000 pies

  • Tcab= 560 Tf= 560p1 800

    560 p2 800800 pmf 1222.6125

    pwf 1563.46512k= 112.48 BUSCAR CALCULO DE K

    Ph Qg pmf Itf Imf pwf830.648978 2.6381 946.51848 438.45556 428.89953 1064.8034

    868.67005 4.0822 1026.2927 321.24577 316.35295 1186.432910.528846 5.2607 1110.0993 251.86356 251.71789 1310.6337

    950.59516 6.2279 1188.054 210.09194 213.13941 1424.0825986.236531 7.0102 1255.8783 183.847 188.86972 1521.5331054.23476 8.375 1382.096 149.6028 156.92923 1700.53771062.02818 8.5236 1396.3362 146.55829 154.06269 1720.5782

    presiones deCabezal

    Se toman las mismas tasas del IPR para calcular las presiones de cabezal

    Numero de Reynolds E(Rugosidad) 0.0018d(diametro de la tuberia) 2.441

    Nre= 1272779.22 Longitud 4000

    1396.3362

  • Cabezal CentroItf pwf P/TZ Itf,Imf,Iwf

    1.620077 0.0009975 447.269452

    Se toman las mismas tasas del IPR para calcular las presiones de cabezal

    Q2.6381

    F2

  • Imf

  • Clculo de Psr y Tsr

    Yg

  • Tcab= 560 Tsep= 556.25p1 1415.1606

    558.125 p2 1291.13311353.14685 P1 C 1415.1606

    k= 113.631197 BUSCAR CALCULO DE K

    Ph Qg Ph1 Ph2 Ph3 Ph42.6381 821.006055 841.628085 861.89699 881.644.0822 849.085183 895.582908 939.912134 983.43

    983.43 5.2607 879.65076 952.47603 1020.0604 1083.631083.63 6.2279 909.27929 1006.0985 1094.0392 1175.641175.64 7.0102 935.91025 1053.2086 1158.0231 1254.4

    1254.4 8.375 987.35364 1141.7919 1276.3111 1398.421398.42 8.54176 993.96532 1152.9727 1291.1331 1414.5

    1414.5presiones deCabezal

    Se toman las mismas tasas del IPR para calcular las presiones de cabezal

    5.460661341.30786773

    Numero de Reynolds E(Rugosidad) 0.0018d(diametro de la tuberia) 1.995

    Nre= 4847275.29 Longitud 1000

    556.251000

  • 1952 01700 2.638071500 4.082241300 5.26073900 7.01019300 8.3749614.7 8.54176

    0 8.54217

    Pwf(lpca)

    Qg(MMPCND)

  • Ph4

    881.73982.39525 983.431083.4769 1083.631175.28531253.79381397.27481415.1606

    Se toman las mismas tasas del IPR para calcular las presiones de cabezal

    Q8.54176

  • Clculo de Psr y Tsr

    Yg

  • Temperatura a cualquier profundidad (h)

    Th= 600 R

    Ttf= 560 RTf= 640 RH= 8000 piesh= 4000 pies

  • Tcab= 560 Tf= 560p1 800

    560 p2 800800 pmf 1682.08314

    pwf 2272.58009k= 112.48 BUSCAR CALCULO DE K

    Ph Qg Imf g pwf

    881.64 2.6381 292.10304 0.0610839 0.0114801 0.0028486983.43 4.0822 191.1986

    1083.63 5.2607 146.770461175.64 6.2279 122.95907

    1254.4 7.0102 108.651041398.42 8.375 90.286361

    1414.5 8.5236 88.651933presiones de

    CabezalSe toman las mismas tasas del IPR para calcular las presiones de cabezal

    Numero de Reynolds E(Rugosidad) 0.0018d(diametro de la tuberia) 1.995

    Nre= 1557320.34 Longitud 4000

    2011.1698

    Qg Imf pmf pwf2.6381 292.10304 1052.7184 1225.9659

    F2

  • 4.0822 191.1986 1249.5845 1512.08695.2607 146.77046 1435.4985 1775.5166.2279 122.95907 1599.7091 2004.24637.0102 108.65104 1737.2545 2194.19918.375 90.286361 1983.9208 2532.6269

    8.5236 88.651933 2011.1698 2569.8979

  • Cabezal CentroItf pwf pmf P/TZ Itf,Imf,Iwf

    1.620077 0.00285226 295.801238295.34613 1225.9659 1052.7184186.40156 1512.0869 1249.5845138.8475 1775.516 1435.4985114.03064 2004.2463 1599.709199.486222 2194.1991 1737.254581.361572 2532.6269 1983.920879.782969 2569.8979 2011.1698

    Se toman las mismas tasas del IPR para calcular las presiones de cabezal

    Q2.6381

    Itf295.34613

    F2

  • 186.40156138.8475114.0306499.48622281.36157279.782969

  • Imf

  • Pwf (lpca) Qg[MMPCND] Lg qg

    1952 0 -1761 2.6 6.4151657 3.3 6.51851510 5 6.71320 6.3 6.79931151 6 6.7781

    Pwf(lpca) Qg(MMPCND)1952 01700 2.63806542771500 4.08223870291300 5.2607253037900 7.0101940554300 8.374959784714.7 8.5417648481

    0 8.5421654848

  • -5.85086.02726.18476.31556.3954

    C 0.03084n 0.827

    Log (Py2-Pwf2)

    6.3 6.4 6.5 6.6 6.7 6.8 6.95.65.75.85.9

    66.16.26.36.4

    log (Py^2- Pwf^2) Vs Vs Log (q)Linear (log (Py^2- Pwf^2) Vs Vs Log (q))

    log qg

    log(Py^2-Pwf^2)

    0 1 2 3 4 5 6 7 8 90

    500

    1000

    1500

    2000

    2500

    Pwf(lpca)Vsqg(MMPCND)

    Pwf(lpca)Vsqg(MMPCND)

    qg(MMPCND)

    Pwf (lpca)

  • 0 1 2 3 4 5 6 7 8 90

    500

    1000

    1500

    2000

    2500

    Pwf(lpca)Vsqg(MMPCND)

    Pwf(lpca)Vsqg(MMPCND)

    qg(MMPCND)

    Pwf (lpca)

  • 6.3 6.4 6.5 6.6 6.7 6.8 6.95.65.75.85.9

    66.16.26.36.4

    log (Py^2- Pwf^2) Vs Vs Log (q)Linear (log (Py^2- Pwf^2) Vs Vs Log (q))

    log qg

    log(Py^2-Pwf^2)

    0 1 2 3 4 5 6 7 8 90

    500

    1000

    1500

    2000

    2500

    Pwf(lpca)Vsqg(MMPCND)

    Pwf(lpca)Vsqg(MMPCND)

    qg(MMPCND)

    Pwf (lpca)

  • 0 1 2 3 4 5 6 7 8 90

    500

    1000

    1500

    2000

    2500

    Pwf(lpca)Vsqg(MMPCND)

    Pwf(lpca)Vsqg(MMPCND)

    qg(MMPCND)

    Pwf (lpca)

    2,441 tramos2,4412,441pwf pmf1,9951,995pwf pmffetkovich

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