Métodos de la presión de poro y de fractura

UNIVERSIDAD NACIONAL AUT NOMA DE M XICO FACULTAD DE INGENIER A DIVISI N DE CIENCIAS DE LA TIERRA INGENIERÍA DE PERFORACIÓN DE POZOS

MÉTODOS PARA EL CÁLCULO DE GEOPRESIONES

QUE PRESENTAN: ALAVEZ BARRITA LUIS URIEL CUEVAS RIVERO DIANA

PROFESOR: ING. ALEJANDRO CORTÉS CORTÉS

SEMESTRE 2011-1

4 DE NOVIEMBRE DE 2010

PROFUNDIDAD m

PROFUNDIDAD ft

LITODENSIDAD gcc

POROSIDAD

60.96 152.40 304.80 457.20 609.60 762.00 914.40 1066.75 1219.14 1371.53 1523.93 1676.32 1828.71 1981.10 2133.50 2285.89 2438.28 2499.24 2560.20 2621.15 2682.11 2743.07 2804.02 2864.98 2925.94 2986.89 3047.85 3078.33 3108.81 3139.29 3169.77 3200.24 3230.72 3261.20 3291.68 3322.16 3352.64 3383.11 3413.59 3444.07 3474.55 3505.03 3535.51 3565.99

200 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700

1.975 1.992 2.013 2.029 2.044 2.057 2.069 1.920 2.070 2.123 2.115 2.123 2.133 2.081 2.000 2.065 2.183 2.188 2.192 2.113 2.091 2.200 2.164 2.121 2.178 2.162 2.159 2.230 2.171 2.200 2.212 2.220 2.220 2.240 2.250 2.330 2.309 2.400 2.410 2.410 2.390 2.410 2.408 2.380

0.451 0.447 0.441 0.434 0.428 0.422 0.416 0.410 0.380 0.363 0.360 0.390 0.405 0.400 0.395 0.390 0.373 0.368 0.366 0.370 0.380 0.380 0.440 0.430 0.450 0.430 0.380 0.370 0.410 0.450 0.403 0.380 0.410 0.400 0.390 0.350 0.370 0.360 0.350 0.340 0.350 0.330 0.325 0.370

3596.46 3626.94 3657.42 3687.90 3718.38

11800 11900 12000 12100 12200

2.400 2.420 2.450 2.390 2.400

0.330 0.350 0.300 0.450 0.320

3748.86 3779.34 3809.81 3840.29 3870.77 3901.25 3931.73 3962.21 3992.69 4023.16 4053.64 4084.12 4114.60 4145.08 4175.56 4206.03 4236.51 4266.99 4297.47 4327.95 4358.43 4388.91 4419.38

12300 12400 12500 12600 12700 12800 12900 13000 13100 13200 13300 13400 13500 13600 13700 13800 13900 14000 14100 14200 14300 14400 14500

2.330 2.460 2.500 2.350 2.420 2.320 2.230 2.560 2.600 2.260 2.500 2.450 2.410 2.450 2.500 2.590 2.660 2.500 2.580 2.520 2.400 2.500 2.300

0.360 0.260 0.400 0.340 0.310 0.340 0.340 0.170 0.140 0.320 0.130 0.180 0.200 0.160 0.140 0.110 0.090 0.200 0.180 0.160 0.300 0.200 0.270

TIEMPO DE TRANSITO μs / ft 187 184 179 174 169 164 160 156 152 148 143 150 156 157 149 146 140 135 125 117 116 114 113 111 110 110 108 111 115 120 120 120 120 121 122 123 124 125 126 125 125 130 129 120

128 125 123 122 123

124 122 121 120 120 119 115 120 122 122 125 125 128 131 122 121 118 120 114 120 123 124 121

ROFUNDIDA TIEMPO DE TRANSITO TIEMPO DE TRANSITO Normal ft ft / s ft / s 200 500 1000 1500 2000 2500 3000 3500 4000 4500 5000

187 184 179 174 169 164 160 156 152 148 143

187 184 179 174 169 164 160 155 151 147 143

5500 6000 6500 7000 7500 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10100 10200

150 156 157 149 146 140 135 125 117 116 114 113 111 110 110 108 111 115

139 135 132 128 124 121 120 118 117 116 114 113 112 111 109 108 108 107

10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000

120 120 120 120 121 122 123 124 125 126 125 125 130 129 120 128 125 123

106 106 105 105 104 104 103 102 102 101 101 100 100 99 98 98 97 97

12100 12200 12300 12400 12500 12600

122 123 124 122 121 120

96 96 95 95 94 94

10 0 2000 4000 ] t f [ d a id d n u f o r P

6000 8000 10000 12000 14000 16000

y=-41327.27092log(x)+94 x=10^((y-94072.47743)/-41

12700 12800 12900 13000 13100 13200 13300 13400 13500 13600 13700 13800 13900

120 119 115 120 122 122 125 125 128 131 122 121 118

93 93 92 92 91 91 90 90 89 89 88 88 87

14000 14100 14200 14300 14400 14500

120 114 120 123 124 121

87 86 86 85 85 84

Tiempo de tránsito normal. s/ft 100

1000

Tiempo de transito tiempo de transito normalizado

72.47742 27.27092)

TIEMPO DE TRANSITO s / ft 187 184 179 174 169 164 160 156 152 148 143 150

PROFUNDIDAD ft 200 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500

TIEMPO DE TRANSITO Normal PROFUNDIDAD s / ft m 187 184 179 174 169 164 160 155 151 147 143 139

60.96 152.40 304.80 457.20 609.60 762.00 914.40 1066.75 1219.14 1371.53 1523.93 1676.32

156 157 149 146 140 135 125 117 116 114 113 111 110 110 108 111 115 120 120 120 120 121 122 123 124 125 126 125 125 130 129 120 128 125 123 122 123 124 122

6000 6500 7000 7500 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000 12100 12200 12300 12400

135 132 128 124 121 120 118 117 116 114 113 112 111 109 108 108 107 106 106 105 105 104 104 103 102 102 101 101 100 100 99 98 98 97 97 96 96 95 95

1828.71 1981.10 2133.50 2285.89 2438.28 2499.24 2560.20 2621.15 2682.11 2743.07 2804.02 2864.98 2925.94 2986.89 3047.85 3078.33 3108.81 3139.29 3169.77 3200.24 3230.72 3261.20 3291.68 3322.16 3352.64 3383.11 3413.59 3444.07 3474.55 3505.03 3535.51 3565.99 3596.46 3626.94 3657.42 3687.90 3718.38 3748.86 3779.34

121 120 120 119 115 120

12500 12600 12700 12800 12900 13000

94 94 93 93 92 92

3809.81 3840.29 3870.77 3901.25 3931.73 3962.21

122 122 125 125 128 131 122 121 118 120 114 120 123 124

13100 13200 13300 13400 13500 13600 13700 13800 13900 14000 14100 14200 14300 14400

91 91 90 90 89 89 88 88 87 87 86 86 85 85

3992.69 4023.16 4053.64 4084.12 4114.60 4145.08 4175.56 4206.03 4236.51 4266.99 4297.47 4327.95 4358.43 4388.91

121

14500

84

4419.38

LITODENSIDAD gcc

Sobrecarga kg/cm2

Sobrecarga acumulada kg/cm2

Sobrecarga Gradiente Presion de poro g cc gcc

1.975 1.992 2.013 2.029 2.044 2.057 2.069 1.920 2.070 2.123 2.115 2.123

12.04027889 18.21465229 30.67121341 30.92495464 31.1463293 31.34637969 31.5309291 29.250805 31.54526059 32.35294118 32.23102713 32.35294118

12.04027889 30.25493118 60.92614458 91.85109923 122.9974285 154.3438082 185.8747373 215.1255423 246.6708029 279.0237441 311.2547712 343.6077124

1.975111366 1.985231705 1.998889258 2.008991672 2.017674353 2.025509294 2.032750846 2.016648298 2.023317261 2.034393121 2.042453809 2.04977619

1.073590699 1.073576008 1.07354857 1.073518099 1.073486108 1.073453037 1.073419095 1.082943604 1.088309138 1.091857553 1.073272016 1.271539182

2.133 2.081 2.000 2.065 2.183 2.188 2.192 2.113 2.091 2.200 2.164 2.121 2.178 2.162 2.159 2.230 2.171 2.200 2.212 2.220 2.220 2.240 2.250 2.330 2.309 2.400 2.410 2.410 2.390 2.410 2.408 2.380 2.400 2.420 2.450 2.390 2.400 2.330 2.460

32.50533374 31.71289241 30.47851265 31.46906431 33.26729656 13.33739714 13.36177995 12.88021945 12.74611399 13.41054557 13.19110027 12.92898507 13.27644011 13.17890887 13.16062176 6.796708321 6.616885096 6.705272783 6.741846998 6.766229808 6.766229808 6.827186833 6.857665346 7.101493447 7.037488571 7.314843036 7.345321548 7.345321548 7.284364523 7.345321548 7.339225846 7.25388601 7.314843036 7.375800061 7.467235599 7.284364523 7.314843036 7.101493447 7.497714112

376.1130461 407.8259385 438.3044512 469.7735155 503.040812 516.3782092 529.7399891 542.6202086 555.3663226 568.7768681 581.9679684 594.8969535 608.1733936 621.3523024 634.5129242 641.3096325 647.9265176 654.6317904 661.3736374 668.1398672 674.906097 681.7332839 688.5909492 695.6924426 702.7299312 710.0447743 717.3900958 724.7354174 732.0197819 739.3651034 746.7043293 753.9582153 761.2730583 768.6488584 776.116094 783.4004585 790.7153015 797.816795 805.3145091

2.056711507 2.058579853 2.054395578 2.055102539 2.06309613 2.066142566 2.069139172 2.070159191 2.070632846 2.073507671 2.075474896 2.076443515 2.078559275 2.080262147 2.081836904 2.083303866 2.084163632 2.085288257 2.086506639 2.087778004 2.089025381 2.090436359 2.0919138 2.094098077 2.096051731 2.098790004 2.101568665 2.104298145 2.106804302 2.109440786 2.112014573 2.114305046 2.11672619 2.11927471 2.122030754 2.124245375 2.126505659 2.128160085 2.130836213

1.415813528 1.479161617 1.433542348 1.447658501 1.424236248 1.374941509 1.224510493 1.072999999 1.080630784 1.06186547 1.068911841 1.048406987 1.054804561 1.088488662 1.066805519 1.162528428 1.26919773 1.379112426 1.391200411 1.403139315 1.414907541 1.442895742 1.469735736 1.495755734 1.520650186 1.544920085 1.568305138 1.565761458 1.575907311 1.644114832 1.642513902 1.539449382 1.649828072 1.625052782 1.610560856 1.607695014 1.629741251 1.650605407 1.636469053

2.500 2.350 2.420 2.320 2.230 2.560

7.619628162 7.162450472 7.375800061 7.071014934 6.796708321 7.802499238

812.9341373 820.0965877 827.4723878 834.5434027 841.340111 849.1426103

2.133789523 2.13550548 2.137745594 2.139169457 2.139873569 2.143105311

1.63407191 1.630867588 1.640426194 1.636989342 1.592310103 1.667727746

2.600 2.260 2.500 2.450 2.410 2.450 2.500 2.590 2.660 2.500 2.580 2.520 2.400 2.500

7.924413289 6.888143859 7.619628162 7.467235599 7.345321548 7.467235599 7.619628162 7.893934776 8.107284365 7.619628162 7.863456263 7.680585187 7.314843036 7.619628162

857.0670236 863.9551674 871.5747956 879.0420312 886.3873527 893.8545883 901.4742165 909.3681513 917.4754356 925.0950638 932.9585201 940.6391053 947.9539483 955.5735764

2.146593057 2.1474522 2.150102936 2.152340973 2.154249559 2.156424194 2.158932047 2.162055728 2.165638061 2.16802636 2.170948159 2.173406271 2.174990842 2.17724785

1.700262138 1.708168338 1.747473351 1.755562586 1.790203538 1.821778095 1.7505514 1.749220396 1.726446446 1.756454718 1.697608646 1.773410253 1.809185645 1.8254205

2.300

7.010057909

962.5836344

2.178094417

1.805434884

Relacion d e Poisson

Fractura gcc

0.19780906 0.25690981 0.3016178 0.3277703 0.34632579 0.36071855 0.37247829 0.38241786 0.39103064 0.39862765 0.4054234 0.41157091

1.29589307 1.38876425 1.47318536 1.52964263 1.57373033 1.61065673 1.64285 1.66111019 1.68869538 1.71662976 1.73412711 1.81586935

Fractura F s gcc

Poro F s g cc

1.23589307 1.1285907 1.32876425 1.12857601 1.41318536 1.12854857 1.46964263 1.1285181 1.51373033 1.12848611 1.55065673 1.12845304 1.58285 1.12841909 1.60111019 1.1379436 1.62869538 1.14330914 1.65662976 1.14685755 1.67412711 1.12827202 1.75586935 1.32653918

0.41718314 1.87457141 1.81457141 1.47081353 0.42234589 1.90279734 1.84279734 1.53416162 0.42712586 1.89644065 1.83644065 1.48854235 0.4315759 1.90886028 1.84886028 1.5026585 0.43573863 1.91758197 1.85758197 1.47923625 0.43733131 1.91217392 1.85217392 1.42994151 0.4388856 1.88515182 1.82515182 1.27951049 0.44040332 1.85776557 1.79776557 1.128 0.44188614 1.86446401 1.80446401 1.13563078 0.44333564 1.86755211 1.80755211 1.11686547 0.44475328 1.87517003 1.81517003 1.12391184 0.44614043 1.87650255 1.81650255 1.10340699 0.44749837 1.8839941 1.8239941 1.10980456 0.44882832 1.89610639 1.83610639 1.14348866 0.45013139 1.89772673 1.83772673 1.12180552 0.45077319 1.91824696 1.85824696 1.21752843 0.45140866 1.93979283 1.87979283 1.32419773 0.45203793 1.96166783 1.90166783 1.43411243 0.45266113 1.96623375 1.90623375 1.44620041 0.45327836 1.97076254 1.91076254 1.45813932 0.45388974 1.97518848 1.91518848 1.46990754 0.45449537 1.98240394 1.92240394 1.49789574 0.45509538 1.98936862 1.92936862 1.52473574 0.45568985 1.99668069 1.93668069 1.55075573 0.4562789 2.00351462 1.94351462 1.57565019 0.45686261 2.01081042 1.95081042 1.59992008 0.45744109 2.01790913 1.95790913 1.62330514 0.45801443 2.02086135 1.96086135 1.62076146 0.45858271 2.02557929 1.96557929 1.63090731 0.45914604 2.03914303 1.97914303 1.69911483 0.45970448 2.04198337 1.98198337 1.6975139 0.46025813 2.02965037 1.96965037 1.59444938 0.46080707 2.04885029 1.98885029 1.70482807 0.46135138 2.0483528 1.9883528 1.68005278 0.46189113 2.04958616 1.98958616 1.66556086 0.4624264 2.05203701 1.99203701 1.66269501 0.46295727 2.05797663 1.99797663 1.68474125 0.46348381 2.06315374 2.00315374 1.70560541 0.46400608 2.06443914 2.00443914 1.69146905 0.46452415 0.4650381 0.46554798 0.46605387 0.46655581 0.46705389

2.06757587 2.06954527 2.07362887 2.0753163 2.07121479 2.08433073

2.00757587 1.68907191 2.00954527 1.68586759 2.01362887 1.69542619 2.0153163 1.69198934 2.01121479 1.6473101 2.02433073 1.72272775

1 0

2000

4000

] t f [ d a d i d n u f o r P

6000

8000

10000

12000

14000

16000

0.46754814 0.46803864 0.46852543 0.46900858 0.46948814 0.46996415 0.47043668 0.47090578 0.47137148 0.47183385 0.47229293 0.47274876 0.47320139 0.47365087

2.09218713 2.094666 2.10241451 2.10602488 2.11237407 2.11849703 2.11333566 2.11665314 2.11806815 2.12412961 2.12124311 2.13205829 2.13777332 2.14202278

2.03218713 1.75526214 2.034666 1.76316834 2.04241451 1.80247335 2.04602488 1.81056259 2.05237407 1.84520354 2.05849703 1.87677809 2.05333566 1.8055514 2.05665314 1.8042204 2.05806815 1.78144645 2.06412961 1.81145472 2.06124311 1.75260865 2.07205829 1.82841025 2.07777332 1.86418565 2.08202278 1.8804205

0.47409724

2.14138455

2.08138455

1.86043488

Ventana de Operación Eaton [gcc] 1.5

2

2.5

Presión de Poro Presion de Poro FS Presión de Fractura Presión de Fractura FS Gradiente sobrecarga

Poli

DTO-DTN Parish or Country and State

FPG (psi/ft) (µs/ft) 0.87 0.62 0.82 0.84 0.86 0.73 0.54 0.86 0.56 0.84 0.92 0.6 0.88 0.9 0.91 0.81 0.97 0.78

22 9 21 27 27 13 4 30 7 23 33 5 33 38 39 21 56 18

0 0 0.2 0.4 ] t f / i s p [

0.6 0.8 1 1.2

P

0 0 0.2 ] t f / i s p [

0.4 0.6 0.8 1 1.2

nomio Segundo Grado de H&J [ s/ft] 20

40

60

Series1 Poly. (Series1)

y = -0.0002x 2 + 0.0193x + 0.4826

olinomio Tercer Grado de H&J [ s/ft] 20

40

60

Series1 Poly. (Series1)

y = 5E-06x 3 - 0.0007x 2 + 0.0304x + 0.4234

PROFUNDIDAD PROFUNDIDAD LITODENSIDAD TIEMPO DE TRANSITO m ft gcc s / ft 60.96 152.40 304.80 457.20 609.60 762.00 914.40 1066.75 1219.14 1371.53 1523.93 1676.32

200 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500

1.975 1.992 2.013 2.029 2.044 2.057 2.069 1.920 2.070 2.123 2.115 2.123

187 184 179 174 169 164 160 156 152 148 143 150

1828.71 1981.10 2133.50 2285.89 2438.28 2499.24 2560.20 2621.15 2682.11 2743.07 2804.02 2864.98 2925.94 2986.89 3047.85 3078.33 3108.81 3139.29 3169.77 3200.24 3230.72 3261.20 3291.68 3322.16 3352.64 3383.11 3413.59 3444.07 3474.55 3505.03 3535.51 3565.99 3596.46 3626.94 3657.42 3687.90 3718.38 3748.86 3779.34

6000 6500 7000 7500 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000 12100 12200 12300 12400

2.133 2.081 2.000 2.065 2.183 2.188 2.192 2.113 2.091 2.200 2.164 2.121 2.178 2.162 2.159 2.230 2.171 2.200 2.212 2.220 2.220 2.240 2.250 2.330 2.309 2.400 2.410 2.410 2.390 2.410 2.408 2.380 2.400 2.420 2.450 2.390 2.400 2.330 2.460

156 157 149 146 140 135 125 117 116 114 113 111 110 110 108 111 115 120 120 120 120 121 122 123 124 125 126 125 125 130 129 120 128 125 123 122 123 124 122

3809.81 3840.29 3870.77 3901.25 3931.73 3962.21

12500 12600 12700 12800 12900 13000

2.500 2.350 2.420 2.320 2.230 2.560

121 120 120 119 115 120

3992.69 4023.16 4053.64 4084.12 4114.60 4145.08 4175.56 4206.03 4236.51 4266.99 4297.47 4327.95 4358.43 4388.91

13100 13200 13300 13400 13500 13600 13700 13800 13900 14000 14100 14200 14300 14400

2.600 2.260 2.500 2.450 2.410 2.450 2.500 2.590 2.660 2.500 2.580 2.520 2.400 2.500

122 122 125 125 128 131 122 121 118 120 114 120 123 124

4419.38

14500

2.300

121

TIEMPOD E T RANSITON ormal

X

SOBRECARGA SobrecargaA cumulada

sf/ t

(∆ t 0 - ∆ tn)

187 184 179 174 169 164 160 155 151 147 143 139

0 0 0 0 0 0 0 1 1 1 0 11

12.040 30.358 61.342 92.775 124.585 156.732 189.186 204.816 252.362 291.176 322.310 355.882

12.040 30.358 61.342 92.775 124.585 156.732 189.186 204.816 252.362 291.176 322.310 355.882

135 132 128 124 121 120 118 117 116 114 113 112 111 109 108 108 107 106 106 105 105 104 104 103 102 102 101 101 100 100 99 98 98 97 97 96 96 95 95

21 25 21 22 19 15 7 0 0 0 0 -1 -1 1 0 3 8 14 14 15 15 17 18 20 22 23 25 24 25 30 30 22 30 28 26 26 27 29 27

390.064 412.268 426.699 472.036 532.277 546.833 561.195 553.849 560.829 603.475 606.791 607.662 637.269 645.767 658.031 686.468 674.922 690.643 701.152 710.454 717.220 730.509 740.628 774.063 774.124 811.948 822.676 830.021 830.418 844.712 851.350 848.705 863.151 877.720 896.068 881.408 892.411 873.484 929.717

390.064 412.268 426.699 472.036 532.277 546.833 561.195 553.849 560.829 603.475 606.791 607.662 637.269 645.767 658.031 686.468 674.922 690.643 701.152 710.454 717.220 730.509 740.628 774.063 774.124 811.948 822.676 830.021 830.418 844.712 851.350 848.705 863.151 877.720 896.068 881.408 892.411 873.484 929.717

94 94 93 93 92 92

27 26 27 26 23 28

952.454 902.469 936.727 905.090 876.775 1014.325

952.454 902.469 936.727 905.090 876.775 1014.325

91 91 90 90 89 89 88 88 87 87 86 86 85 85

31 31 35 35 39 42 34 33 31 33 28 34 38 39

1038.098 909.235 1013.411 1000.610 991.618 1015.544 1043.889 1089.363 1126.913 1066.748 1108.747 1090.643 1046.023 1097.226

1038.098 909.235 1013.411 1000.610 991.618 1015.544 1043.889 1089.363 1126.913 1066.748 1108.747 1090.643 1046.023 1097.226

84

37

1016.458

1016.458

SOBRECARGA GRADIENTE y (grado 2) [psi/ft] Poro Gradiente PORO GRADIENTE RELACION POROGRADIENTE gcc FS POISOON 1.975 1.992 2.013 2.029 2.044 2.057 2.069 1.920 2.070 2.123 2.115 2.123

0.483 0.483 0.483 0.483 0.483 0.483 0.483 0.493 0.498 0.501 0.483 0.670

1.116 1.116 1.116 1.116 1.116 1.116 1.116 1.139 1.151 1.158 1.115 1.547

1.171 1.171 1.171 1.171 1.171 1.171 1.171 1.194 1.206 1.213 1.170 1.602

0.198 0.257 0.302 0.328 0.346 0.361 0.372 0.382 0.391 0.399 0.405 0.412

2.133 2.081 2.000 2.065 2.183 2.188 2.192 2.113 2.091 2.200 2.164 2.121 2.178 2.162 2.159 2.230 2.171 2.200 2.212 2.220 2.220 2.240 2.250 2.330 2.309 2.400 2.410 2.410 2.390 2.410 2.408 2.380 2.400 2.420 2.450 2.390 2.400 2.330 2.460

0.797 0.844 0.801 0.806 0.777 0.732 0.603 0.483 0.488 0.474 0.480 0.465 0.470 0.493 0.478 0.546 0.624 0.708 0.716 0.724 0.732 0.752 0.771 0.789 0.807 0.823 0.838 0.834 0.839 0.885 0.882 0.806 0.882 0.863 0.851 0.847 0.860 0.873 0.861

1.841 1.950 1.849 1.862 1.795 1.690 1.392 1.115 1.128 1.096 1.108 1.074 1.085 1.140 1.105 1.260 1.441 1.634 1.653 1.672 1.690 1.736 1.781 1.823 1.863 1.900 1.935 1.926 1.938 2.044 2.036 1.861 2.038 1.994 1.965 1.956 1.986 2.015 1.988

1.896 2.005 1.904 1.917 1.850 1.745 1.447 1.170 1.183 1.151 1.163 1.129 1.140 1.195 1.160 1.315 1.496 1.689 1.708 1.727 1.745 1.791 1.836 1.878 1.918 1.955 1.990 1.981 1.993 2.099 2.091 1.916 2.093 2.049 2.020 2.011 2.041 2.070 2.043

0.417 0.422 0.427 0.432 0.436 0.437 0.439 0.440 0.442 0.443 0.445 0.446 0.447 0.449 0.450 0.451 0.451 0.452 0.453 0.453 0.454 0.454 0.455 0.456 0.456 0.457 0.457 0.458 0.459 0.459 0.460 0.460 0.461 0.461 0.462 0.462 0.463 0.463 0.464

2.500 2.350 2.420 2.320 2.230 2.560

0.857 0.852 0.857 0.853 0.820 0.870

1.978 1.969 1.979 1.970 1.894 2.009

2.033 2.024 2.034 2.025 1.949 2.064

0.465 0.465 0.466 0.466 0.467 0.467

2.600 2.260 2.500 2.450 2.410 2.450 2.500 2.590 2.660 2.500 2.580 2.520 2.400 2.500

0.888 0.892 0.913 0.915 0.931 0.941 0.907 0.904 0.888 0.904 0.865 0.910 0.927 0.932

2.052 2.060 2.108 2.114 2.150 2.174 2.095 2.088 2.051 2.088 1.998 2.101 2.140 2.153

2.107 2.115 2.163 2.169 2.205 2.229 2.150 2.143 2.106 2.143 2.053 2.156 2.195 2.208

0.468 0.468 0.469 0.469 0.469 0.470 0.470 0.471 0.471 0.472 0.472 0.473 0.473 0.474

2.300

0.922

2.129

2.184

0.474

FRACTURA FRACTURA gradiente gcc FS

y (grado 3) [psi/ft] Poro gradiente Poro gradiente PorG o radiente g cc FS [gcc]

1.328 1.419 1.503 1.561 1.607 1.647 1.681 1.623 1.741 1.798 1.797 1.950

1.268 1.359 1.443 1.501 1.547 1.587 1.621 1.563 1.681 1.738 1.737 1.890

0.425 0.425 0.424 0.424 0.424 0.424 0.424 0.440 0.448 0.452 0.424 0.679

0.981 0.981 0.980 0.980 0.980 0.980 0.979 1.016 1.034 1.045 0.979 1.568

1.036 1.036 1.035 1.035 1.035 1.035 1.034 1.071 1.089 1.100 1.034 1.623

2.050 2.046 1.962 2.016 2.095 2.077 2.018 1.900 1.890 1.975 1.954 1.917 1.970 1.972 1.968 2.056 2.042 2.101 2.115 2.126 2.130 2.156 2.173 2.247 2.237 2.321 2.336 2.335 2.321 2.355 2.353 2.304 2.347 2.359 2.381 2.329 2.343 2.287 2.397

1.990 1.986 1.902 1.956 2.035 2.017 1.958 1.840 1.830 1.915 1.894 1.857 1.910 1.912 1.908 1.996 1.982 2.041 2.055 2.066 2.070 2.096 2.113 2.187 2.177 2.261 2.276 2.275 2.261 2.295 2.293 2.244 2.287 2.299 2.321 2.269 2.283 2.227 2.337

0.798 0.826 0.800 0.804 0.783 0.743 0.597 0.423 0.432 0.410 0.419 0.395 0.403 0.440 0.417 0.518 0.624 0.720 0.728 0.736 0.743 0.762 0.778 0.792 0.804 0.814 0.823 0.821 0.824 0.841 0.840 0.804 0.841 0.834 0.829 0.827 0.833 0.838 0.833

1.842 1.908 1.848 1.857 1.808 1.717 1.379 0.978 0.999 0.948 0.967 0.913 0.931 1.017 0.962 1.197 1.441 1.662 1.681 1.699 1.716 1.759 1.796 1.829 1.857 1.881 1.901 1.895 1.902 1.943 1.941 1.856 1.941 1.927 1.915 1.911 1.924 1.935 1.925

1.897 1.963 1.903 1.912 1.863 1.772 1.434 1.033 1.054 1.003 1.022 0.968 0.986 1.072 1.017 1.252 1.496 1.717 1.736 1.754 1.771 1.814 1.851 1.884 1.912 1.936 1.956 1.950 1.957 1.998 1.996 1.911 1.996 1.982 1.970 1.966 1.979 1.990 1.980

2.431 2.300 2.363 2.275 2.188 2.492

2.371 2.240 2.303 2.215 2.128 2.432

0.832 0.830 0.832 0.830 0.813 0.837

1.921 1.917 1.921 1.917 1.877 1.933

1.976 1.972 1.976 1.972 1.932 1.988

2.533 2.236 2.454 2.411 2.380 2.419 2.455 2.535 2.594 2.456 2.519 2.477 2.374 2.465

2.473 2.176 2.394 2.351 2.320 2.359 2.395 2.475 2.534 2.396 2.459 2.417 2.314 2.405

0.842 0.843 0.844 0.844 0.841 0.835 0.844 0.844 0.842 0.844 0.835 0.844 0.842 0.840

1.945 1.946 1.950 1.950 1.942 1.928 1.950 1.950 1.944 1.950 1.929 1.950 1.945 1.941

2.000 2.001 2.005 2.005 1.997 1.983 2.005 2.005 1.999 2.005 1.984 2.005 2.000 1.996

2.283

2.223

0.843

1.948

2.003

RELACION POISOON

Fractura gcc

Fractura FS[gcc]

0.198 0.257 0.302 0.328 0.346 0.361 0.372 0.382 0.391 0.399 0.405 0.412

1.348 1.447 1.538 1.601 1.650 1.692 1.730 1.665 1.781 1.836 1.852 1.897

1.288 1.387 1.478 1.541 1.590 1.632 1.670 1.605 1.721 1.776 1.792 1.837

0.417 0.422 0.427 0.432 0.436 0.437 0.439 0.440 0.442 0.443 0.445 0.446 0.447 0.449 0.450 0.451 0.451 0.452 0.453 0.453 0.454 0.454 0.455 0.456 0.456 0.457 0.457 0.458 0.459 0.459 0.460 0.460 0.461 0.461 0.462 0.462 0.463 0.463 0.464

2.010 2.036 1.922 1.978 2.043 2.014 1.985 1.965 1.949 2.049 2.022 2.003 2.051 2.027 2.039 2.063 1.996 2.033 2.047 2.058 2.063 2.092 2.114 2.196 2.196 2.291 2.319 2.314 2.305 2.394 2.387 2.261 2.383 2.369 2.377 2.321 2.349 2.309 2.403

1.950 1.976 1.862 1.918 1.983 1.954 1.925 1.905 1.889 1.989 1.962 1.943 1.991 1.967 1.979 2.003 1.936 1.973 1.987 1.998 2.003 2.032 2.054 2.136 2.136 2.231 2.259 2.254 2.245 2.334 2.327 2.201 2.323 2.309 2.317 2.261 2.289 2.249 2.343

0.465 0.465 0.466 0.466 0.467 0.467

2.433 2.298 2.366 2.273 2.154 2.510

2.373 2.238 2.306 2.213 2.094 2.450

Ventana de Oper gcc 0.000

0.500

1.000

1.500

0 2000 4000 ) t f ( d a id d n u f o r P

6000 8000 10000 12000 14000 16000

Ventana de Oper [gcc] 0.000 0 2000 4000 ] t f [ d a d i d n u f o r P

6000 8000 10000 12000 14000 16000

0.500

1.000

1.500

0.468 0.468 0.469 0.469 0.469 0.470 0.470 0.471 0.471 0.472 0.472 0.473 0.473 0.474

2.579 2.287 2.545 2.508 2.515 2.588 2.535 2.609 2.640 2.531 2.532 2.563 2.499 2.606

2.519 2.227 2.485 2.448 2.455 2.528 2.475 2.549 2.580 2.471 2.472 2.503 2.439 2.546

0.474

2.397

2.337

ación de H&J [Grado 2] 2.000

2.500

3.000

Presion de poro Presion de poro Fs Presion de Fractura Presion de Fractura Fs Sobrecarga gradiente

ación de H&J [Grado 3] 2.000

2.500

3.000

Presión de poro Presión de Poro FS Presión de Fractura Presión de Fractura FS Sobrecarga

METODO DE BOWERS PROFUNDIDAD ft

Generando matriz de valores de A y B A -20% -15% -10% -5% 0% 5% 10% 15% 20%

3.56536 3.788195 4.01103 4.233865 4.4567 4.679535 4.90237 5.125205 5.34804

B 0.65344 0.69428 0.73512 0.77596 0.8168 0.85764 0.89848 0.93932 0.98016

Vo 4500 4500 4500 4500 4500 4500 4500 4500 4500

0 200 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000 12100 12200 12300 12400 12500

12600 12700 12800 12900 13000 13100 13200 13300 13400 13500 13600 13700 13800 13900 14000 14100 14200 14300 14400 14500

Curvas 0 0

2000

4000

] t f [ d a id d n u f o r P

6000

8000

10000

12000

14000

16000

50

100

TIEMPO DE TRANSITO s / ft

Esfuerzo de sobrecarga psi

Presión de poro psi

187 184 179 174 169 164 160

0 200 500 1000 1500 2000 2500 3000

0 92.922 232.305 464.61 696.915 929.22 1161.525 1393.83

156 152 148 143 150 156 157 149 146 140 135 125 117 116 114 113 111 110 110 108 111 115 120 120 120 120 121 122 123 124 125 126 125 125 130 129 120 128 125

3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900

1626.135 1858.44 2090.745 2323.05 2555.355 2787.66 3019.965 3252.27 3484.575 3716.88 3809.802 3902.724 3995.646 4088.568 4181.49 4274.412 4367.334 4460.256 4553.178 4646.1 4692.561 4739.022 4785.483 4831.944 4878.405 4924.866 4971.327 5017.788 5064.249 5110.71 5157.171 5203.632 5250.093 5296.554 5343.015 5389.476 5435.937 5482.398 5528.859

123 122 123 124 122 121

12000 12100 12200 12300 12400 12500

5575.32 5621.781 5668.242 5714.703 5761.164 5807.625

120 120 119 115 120 122 122 125 125 128 131 122 121 118

12600 12700 12800 12900 13000 13100 13200 13300 13400 13500 13600 13700 13800 13900

5854.086 5900.547 5947.008 5993.469 6039.93 6086.391 6132.852 6179.313 6225.774 6272.235 6318.696 6365.157 6411.618 6458.079

120 114 120 123 124 121

14000 14100 14200 14300 14400 14500

6504.54 6551.001 6597.462 6643.923 6690.384 6736.845

Tipo s/ft 150

200

250

12345

A= B= Esfuerzo matricial psi

3 .5 6 5 3 6 1 0 .6 5 3 4 4 0.69428 0.73512 0.77596 0.8168 CURVA1 CURVA2 CURVA3 CURVA4 CURVA5 T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft

0 107 268 535 803 1071 1338 1606

222 217 212 207 203 200 196 194

222 218 214 209 205 202 199 196

222 217 212 206 201 196 192 188

222 216 210 201 195 189 183 179

222 214 206 196 187 180 173 167

1874 2142 2409 2677 2945 3212 3480 3748 4015 4283 4390 4497 4604 4711 4819 4926 5033 5140 5247 5354 5407 5461 5515 5568 5622 5675 5729 5782 5836 5889 5943 5996 6050 6103 6157 6211 6264 6318 6371

191 188 186 184 182 180 178 177 175 173 173 172 172 171 170 170 169 169 168 168 167 167 167 167 166 166 166 166 165 165 165 165 164 164 164 164 163 163 163

194 191 189 187 185 183 181 179 178 176 175 175 174 173 173 172 172 171 171 170 170 169 169 169 169 168 168 168 168 167 167 167 167 166 166 166 165 165 165

185 182 179 176 173 171 169 166 164 162 161 161 160 159 158 158 157 156 155 155 154 154 154 153 153 153 152 152 152 151 151 151 150 150 150 149 149 149 149

174 170 167 163 160 157 154 151 149 146 145 144 143 142 141 141 140 139 138 137 137 136 136 136 135 135 134 134 134 133 133 133 132 132 131 131 131 130 130

162 157 152 148 144 141 137 134 131 128 127 126 125 124 123 122 121 120 119 118 118 117 117 116 116 116 115 115 114 114 113 113 113 112 112 111 111 111 110

6425 6478 6532 6585 6639 6692

163 162 162 162 162 161

165 165 164 164 164 164

148 148 148 147 147 147

130 129 129 129 128 128

110 110 109 109 108 108

6746 6799 6853 6907 6960 7014 7067 7121 7174 7228 7281 7335 7388 7442

161 161 161 161 160 160 160 160 159 159 159 159 159 158

163 163 163 163 162 162 162 162 161 161 161 161 161 160

146 146 146 146 145 145 145 144 144 144 144 143 143 143

128 127 127 127 126 126 126 125 125 125 124 124 124 123

108 107 107 107 106 106 106 105 105 105 104 104 104 103

7495 7549 7603 7656 7710 7763

158 158 158 157 157 157

160 160 160 159 159 159

143 142 142 142 141 141

123 123 123 122 122 122

103 103 102 102 102 101

Curva

6

7

8

9

10

11

12

A= 3 .7 8 8 1 9 5 2 0.85764 0.89848 0.93932 0.98016B = 0 .6 5 3 4 4 0 .6 9 4 2 8 0 .7 3 5 1 2 CURVA6 CURVA7 CURVA8 CURVA9 CURVA1 CURVA2 CURVA3 T T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 213 203 189 178 169 161 154

222 211 198 182 168 157 147 139

222 209 193 172 156 143 132 123

147 142 136 132 127 123 119 116 112 109 108 107 106 105 104 103 102 101 100 99 98 98 97 97 96 96 96 95 95 94 94 93 93 93 92 92 91 91 91

131 125 119 114 109 105 101 97 94 91 89 88 87 86 85 84 83 82 81 80 80 79 79 78 78 77 77 77 76 76 75 75 75 74 74 73 73 73 72

115 108 101 96 91 87 83 79 76 73 72 71 70 69 68 67 66 65 64 63 63 62 62 61 61 61 60 60 60 59 59 58 58 58 57 57 57 56 56

90 90 90 89 89 88

72 72 71 71 70 70

56 55 55 55 54 54

222 206 187 162 143 128 116 106

222 218 215 211 208 206 203 201

222 218 214 208 204 201 198 195

222 217 211 205 199 195 190 187

98 90 84 79 74 70 66 63 60 57 56 55 54 53 53 52 51 50 49 49 48 48 47 47 47 46 46 46 45 45 45 44 44 44 44 43 43 43 42

199 197 196 194 192 191 189 188 187 185 185 184 184 183 183 182 182 182 181 181 180 180 180 180 180 179 179 179 179 179 178 178 178 178 177 177 177 177 177

192 189 187 185 183 181 179 177 175 174 173 172 172 171 170 170 169 169 168 168 167 167 167 166 166 166 166 165 165 165 164 164 164 164 163 163 163 163 162

183 180 177 174 171 169 166 164 162 159 159 158 157 156 155 155 154 153 153 152 151 151 151 150 150 150 149 149 149 148 148 148 147 147 147 146 146 146 146

42 42 42 41 41 41

176 176 176 176 176 176

162 162 162 161 161 161

145 145 145 144 144 144

88 88 87 87 87 86 86 86 85 85 85 84 84 84

70 69 69 69 68 68 68 67 67 67 67 66 66 66

54 54 53 53 53 52 52 52 51 51 51 51 50 50

40 40 40 40 39 39 39 39 39 38 38 38 38 37

175 175 175 175 175 174 174 174 174 174 173 173 173 173

161 160 160 160 160 159 159 159 159 158 158 158 158 158

143 143 143 143 142 142 142 141 141 141 141 140 140 140

83 83 83 82 82 82

65 65 65 64 64 64

50 50 49 49 49 49

37 37 37 37 36 36

173 173 172 172 172 172

157 157 157 157 156 156

139 139 139 139 138 138

La cur

eleccionada es la curva 32

13

14

15

16

17

18

19

A= 4 .0 1 1 0 3 0.77596 0.8168 0.85764 0.89848 0.93932 0.98016B = 0 .6 5 3 4 4 CURVA4 CURVA5 CURVA6 CURVA7 CURVA8 CURVA9 CURVA1 T T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 215 209 200 193 187 181 177

222 214 206 194 185 178 171 165

222 212 202 188 176 167 158 151

222 210 197 179 165 154 144 136

222 208 191 170 153 140 129 119

222 205 185 159 140 125 112 103

222 218 215 211 208 205 202 200

172 168 164 161 157 154 151 148 146 143 142 141 140 139 138 137 137 136 135 134 134 133 133 132 132 132 131 131 130 130 130 129 129 129 128 128 127 127 127

159 154 149 145 141 138 134 131 128 125 124 123 122 121 120 119 118 117 116 115 114 114 114 113 113 112 112 111 111 111 110 110 109 109 109 108 108 107 107

144 138 133 128 124 120 116 112 109 106 105 104 103 101 100 99 98 97 96 95 95 95 94 94 93 93 92 92 91 91 91 90 90 89 89 89 88 88 87

128 122 116 110 106 101 97 94 90 87 86 85 84 83 82 81 80 79 78 77 77 76 76 75 75 74 74 74 73 73 72 72 72 71 71 70 70 70 69

111 104 98 93 88 84 80 76 73 70 69 68 67 66 65 64 63 62 61 60 60 60 59 59 58 58 58 57 57 57 56 56 56 55 55 55 54 54 54

94 87 81 76 71 67 64 60 57 55 54 53 52 51 50 49 49 48 47 46 46 46 45 45 45 44 44 44 43 43 43 42 42 42 41 41 41 41 40

198 196 194 192 191 189 188 186 185 184 183 183 182 182 181 181 180 180 179 179 178 178 178 178 178 177 177 177 177 176 176 176 176 176 175 175 175 175 175

126 126 126 125 125 125

107 106 106 105 105 105

87 87 86 86 86 85

69 69 68 68 68 67

53 53 53 52 52 52

40 40 40 39 39 39

174 174 174 174 174 173

124 124 124 123 123 123 122 122 122 121 121 121 120 120

104 104 104 103 103 103 102 102 102 101 101 101 100 100

85 85 84 84 83 83 83 82 82 82 81 81 81 80

67 67 66 66 66 65 65 65 64 64 64 63 63 63

51 51 51 51 50 50 50 49 49 49 49 48 48 48

39 38 38 38 38 37 37 37 37 36 36 36 36 36

173 173 173 173 172 172 172 172 172 171 171 171 171 171

120 119 119 119 119 118

100 99 99 99 98 98

80 80 80 79 79 79

63 62 62 62 61 61

48 47 47 47 47 46

35 35 35 35 35 34

170 170 170 170 170 170

a seleccionada es la curva 32

20

21

22

23

24

25

26

3 0.69428 0.73512 0.77596 0.8168 0.85764 0.89848 0 .9 3 9 3 2 CURVA2 CURVA3 CURVA4 CURVA5 CURVA6 CURVA7 CURVA8 T T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 217 213 208 203 200 196 193

222 216 211 204 198 193 189 185

222 215 208 199 192 185 180 174

222 214 205 193 184 176 168 162

222 212 201 186 174 164 156 148

222 210 196 177 163 151 141 133

222 207 190 168 150 137 125 116

190 188 185 183 181 179 177 175 173 171 171 170 169 169 168 168 167 166 166 165 165 165 164 164 164 163 163 163 163 162 162 162 161 161 161 161 160 160 160

181 178 175 172 169 166 164 161 159 157 156 155 154 154 153 152 151 151 150 149 149 148 148 148 147 147 147 146 146 146 145 145 145 144 144 144 143 143 143

170 166 162 158 154 151 148 145 143 140 139 138 137 136 135 134 134 133 132 131 131 130 130 129 129 128 128 128 127 127 127 126 126 125 125 125 124 124 124

156 151 147 142 138 134 131 128 125 122 121 120 119 117 116 115 114 114 113 112 111 111 110 110 109 109 109 108 108 107 107 107 106 106 105 105 105 104 104

141 135 130 125 121 117 113 109 106 103 102 101 99 98 97 96 95 94 93 92 92 91 91 91 90 90 89 89 88 88 88 87 87 86 86 86 85 85 84

125 118 113 107 103 98 94 91 87 84 83 82 81 80 79 78 77 76 75 74 74 73 73 72 72 72 71 71 70 70 70 69 69 68 68 68 67 67 67

108 101 95 90 85 81 77 73 70 67 66 65 64 63 62 61 60 60 59 58 58 57 57 56 56 56 55 55 55 54 54 54 53 53 53 52 52 52 51

160 159 159 159 159 158

142 142 142 141 141 141

123 123 123 122 122 122

103 103 103 102 102 102

84 84 83 83 83 82

66 66 66 65 65 65

51 51 50 50 50 49

158 158 158 157 157 157 157 156 156 156 156 155 155 155

140 140 140 140 139 139 139 138 138 138 138 137 137 137

121 121 120 120 120 119 119 119 119 118 118 118 117 117

101 101 101 100 100 99 99 99 98 98 98 97 97 97

82 82 81 81 81 80 80 80 79 79 79 78 78 78

64 64 64 63 63 63 62 62 62 61 61 61 61 60

49 49 49 48 48 48 47 47 47 47 46 46 46 46

155 154 154 154 154 154

136 136 136 136 135 135

117 116 116 116 115 115

96 96 96 96 95 95

77 77 77 76 76 76

60 60 59 59 59 59

45 45 45 45 45 44

27

28

29

30

31

32

33

A= 4.233865 4 0.98016B = 0.65344 0.69428 0 .7 3 5 1 2 0 .7 7 5 9 6 0 .8 1 6 8 0 .8 5 7 6 4 CURVA9 CURVA1 CURVA2 CURVA3 CURVA4 CURVA5 CURVA6 T T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 204 183 156 137 121 109 99

222 218 214 210 207 204 201 199

222 217 213 207 202 199 195 192

222 216 210 203 197 192 187 183

222 215 207 198 190 183 178 172

222 213 204 192 182 174 166 160

222 211 200 184 172 162 153 145

91 84 78 73 69 65 61 58 55 52 52 51 50 49 48 47 46 46 45 44 44 44 43 43 43 42 42 42 41 41 41 40 40 40 40 39 39 39 38

197 195 193 191 189 188 186 185 183 182 181 181 180 180 179 179 178 178 177 177 177 176 176 176 176 175 175 175 175 174 174 174 174 174 173 173 173 173 173

189 186 184 181 179 177 175 173 171 169 169 168 167 167 166 165 165 164 163 163 163 162 162 162 161 161 161 160 160 160 160 159 159 159 158 158 158 158 157

179 176 173 169 167 164 161 159 157 154 153 153 152 151 150 149 149 148 147 146 146 146 145 145 145 144 144 144 143 143 142 142 142 141 141 141 140 140 140

168 163 159 155 152 149 146 143 140 137 136 135 134 133 132 132 131 130 129 128 128 127 127 126 126 126 125 125 124 124 124 123 123 122 122 122 121 121 121

154 149 144 139 135 132 128 125 122 119 118 117 116 114 113 112 111 111 110 109 108 108 107 107 106 106 106 105 105 104 104 104 103 103 102 102 102 101 101

139 133 127 122 118 114 110 106 103 100 99 98 96 95 94 93 92 91 90 89 89 89 88 88 87 87 86 86 86 85 85 84 84 84 83 83 82 82 82

38 38 38 37 37 37

172 172 172 172 171 171

157 157 157 156 156 156

140 139 139 139 138 138

120 120 120 119 119 119

100 100 100 99 99 99

81 81 81 80 80 79

37 37 36 36 36 36 35 35 35 35 35 34 34 34

171 171 171 170 170 170 170 170 169 169 169 169 169 169

156 155 155 155 155 154 154 154 154 153 153 153 153 152

138 137 137 137 136 136 136 136 135 135 135 134 134 134

118 118 117 117 117 117 116 116 116 115 115 115 114 114

98 98 98 97 97 96 96 96 95 95 95 95 94 94

79 79 78 78 78 77 77 77 76 76 76 75 75 75

34 33 33 33 33 33

168 168 168 168 168 167

152 152 152 151 151 151

134 133 133 133 132 132

114 113 113 113 112 112

94 93 93 93 92 92

75 74 74 74 73 73

34

35

36

37

38

39

40

A= 4 .4 5 6 7 5 0.89848 0.93932 0.98016B = 0 .6 5 3 4 4 0 .6 9 4 2 8 0 .7 3 5 1 2 0 .7 7 5 9 6 CURVA7 CURVA8 CURVA9 CURVA1 CURVA2 CURVA3 CURVA4 T T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 209 194 176 161 149 138 130

222 207 188 165 148 134 123 113

222 204 181 154 134 118 106 96

222 218 214 210 206 203 200 198

222 217 212 206 201 197 194 190

222 216 210 202 196 190 186 181

222 214 207 197 189 182 176 170

122 115 110 104 100 95 91 88 85 82 80 79 78 77 76 75 74 73 72 72 71 71 70 70 69 69 69 68 68 67 67 67 66 66 66 65 65 65 64

105 98 92 87 82 78 74 71 68 65 64 63 62 61 60 59 58 57 56 56 55 55 55 54 54 53 53 53 52 52 52 51 51 51 50 50 50 49 49

88 81 76 70 66 62 59 56 53 50 49 49 48 47 46 45 44 44 43 42 42 42 41 41 41 40 40 40 40 39 39 39 38 38 38 38 37 37 37

196 193 191 190 188 186 185 183 182 180 180 179 178 178 177 177 176 176 175 175 175 174 174 174 174 173 173 173 173 173 172 172 172 172 171 171 171 171 171

187 185 182 180 177 175 173 171 169 167 166 166 165 164 164 163 162 162 161 161 160 160 160 159 159 159 158 158 158 158 157 157 157 156 156 156 156 155 155

177 174 171 167 164 162 159 157 154 152 151 150 149 148 148 147 146 145 145 144 143 143 143 142 142 142 141 141 141 140 140 140 139 139 138 138 138 138 137

165 161 157 153 149 146 143 140 137 135 134 133 132 131 130 129 128 127 126 125 125 124 124 124 123 123 122 122 122 121 121 120 120 120 119 119 119 118 118

64 63 63 63 62 62

49 49 48 48 48 47

37 36 36 36 36 35

170 170 170 170 169 169

155 154 154 154 154 153

137 137 136 136 136 135

117 117 117 116 116 116

62 62 61 61 61 60 60 60 59 59 59 59 58 58

47 47 47 46 46 46 46 45 45 45 45 44 44 44

35 35 35 34 34 34 34 34 33 33 33 33 33 32

169 169 169 168 168 168 168 168 167 167 167 167 167 166

153 153 153 152 152 152 152 151 151 151 151 150 150 150

135 135 134 134 134 133 133 133 133 132 132 132 131 131

115 115 115 114 114 114 113 113 113 112 112 112 111 111

58 57 57 57 57 56

44 43 43 43 43 42

32 32 32 32 31 31

166 166 166 166 165 165

150 149 149 149 149 148

131 131 130 130 130 129

111 110 110 110 110 109

41

42

43

44

45

46

47

A= 4 .6 7 9 5 3 5 6 0.8168 0.85764 0.89848 0.93932 0.98016B = 0 .6 5 3 4 4 0 .6 9 4 2 8 CURVA5 CURVA6 CURVA7 CURVA8 CURVA9 CURVA1 CURVA2 T T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 213 203 190 180 172 164 157

222 211 198 183 170 160 151 143

222 208 193 174 158 146 136 127

222 206 187 163 145 131 120 110

222 203 180 151 131 116 103 94

222 217 214 209 205 202 199 197

222 216 212 205 201 196 193 189

152 146 141 137 133 129 125 122 119 116 115 114 113 112 111 110 109 108 107 106 105 105 104 104 104 103 103 102 102 102 101 101 100 100 100 99 99 98 98

136 130 124 119 115 111 107 103 100 97 96 95 94 93 92 91 90 89 88 87 86 86 85 85 85 84 84 83 83 82 82 82 81 81 80 80 80 79 79

119 113 107 101 97 93 89 85 82 79 78 77 76 75 74 73 72 71 70 69 69 68 68 67 67 67 66 66 65 65 65 64 64 64 63 63 63 62 62

102 95 89 84 79 75 72 68 65 63 61 60 60 59 58 57 56 55 54 54 53 53 52 52 52 51 51 51 50 50 50 49 49 49 48 48 48 47 47

86 79 73 68 64 60 57 54 51 48 47 47 46 45 44 43 43 42 41 41 40 40 40 39 39 39 38 38 38 38 37 37 37 37 36 36 36 36 35

194 192 190 188 186 185 183 181 180 178 178 177 177 176 176 175 175 174 174 173 173 173 172 172 172 172 171 171 171 171 170 170 170 170 169 169 169 169 169

186 183 180 178 175 173 171 169 167 165 164 164 163 162 162 161 160 160 159 158 158 158 157 157 157 156 156 156 156 155 155 155 154 154 154 154 153 153 153

98 97 97 97 96 96

79 78 78 78 77 77

62 61 61 61 60 60

47 47 46 46 46 46

35 35 35 34 34 34

168 168 168 168 167 167

152 152 152 152 151 151

95 95 95 94 94 94 93 93 93 92 92 92 91 91

77 76 76 76 75 75 75 74 74 74 73 73 73 72

60 59 59 59 58 58 58 57 57 57 57 56 56 56

45 45 45 44 44 44 44 43 43 43 43 42 42 42

34 33 33 33 33 33 32 32 32 32 32 31 31 31

167 167 167 166 166 166 166 166 165 165 165 165 165 164

151 151 150 150 150 149 149 149 149 148 148 148 148 147

91 90 90 90 90 89

72 72 71 71 71 71

56 55 55 55 54 54

42 42 41 41 41 41

31 31 30 30 30 30

164 164 164 164 163 163

147 147 147 146 146 146

48

49

50

51

52

53

54

A= 0.73512 0.77596 0.8168 0.85764 0.89848 0.93932 0.98016B = CURVA3 CURVA4 CURVA5 CURVA6 CURVA7 CURVA8 CURVA9 T T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 215 209 201 195 189 184 180

222 214 206 196 187 180 174 168

222 212 202 189 178 170 162 155

222 210 197 181 168 157 148 140

222 208 192 172 156 144 133 124

222 205 185 161 143 129 117 107

222 202 178 149 128 113 101 91

176 172 169 165 162 159 157 154 152 150 149 148 147 146 145 144 144 143 142 141 141 141 140 140 139 139 139 138 138 138 137 137 137 136 136 136 135 135 135

163 159 155 151 147 144 140 137 135 132 131 130 129 128 127 126 125 124 123 123 122 122 121 121 120 120 120 119 119 118 118 118 117 117 117 116 116 115 115

149 144 139 134 130 126 123 119 116 113 112 111 110 109 108 107 106 105 104 103 103 102 102 101 101 100 100 100 99 99 98 98 98 97 97 96 96 96 95

133 127 122 117 112 108 104 101 97 94 93 92 91 90 89 88 87 86 85 84 84 83 83 82 82 82 81 81 80 80 80 79 79 78 78 78 77 77 77

117 110 104 99 94 90 86 83 79 76 75 74 73 72 71 70 69 68 68 67 66 66 66 65 65 64 64 64 63 63 62 62 62 61 61 61 60 60 60

99 93 87 82 77 73 69 66 63 60 59 58 57 57 56 55 54 53 52 52 51 51 51 50 50 49 49 49 48 48 48 48 47 47 47 46 46 46 45

83 76 71 66 62 58 54 52 49 47 46 45 44 43 42 42 41 40 40 39 39 38 38 38 38 37 37 37 36 36 36 36 35 35 35 35 34 34 34

134 134 134 133 133 133

115 114 114 114 113 113

95 95 94 94 93 93

76 76 75 75 75 74

59 59 59 58 58 58

45 45 45 44 44 44

34 33 33 33 33 32

132 132 132 131 131 131 131 130 130 130 129 129 129 128

113 112 112 112 111 111 111 110 110 110 109 109 109 108

93 92 92 92 91 91 91 90 90 90 89 89 89 88

74 74 73 73 73 72 72 72 72 71 71 71 70 70

57 57 57 57 56 56 56 55 55 55 55 54 54 54

44 43 43 43 42 42 42 42 42 41 41 41 41 40

32 32 32 32 31 31 31 31 31 30 30 30 30 30

128 128 128 127 127 127

108 108 107 107 107 107

88 88 88 87 87 87

70 69 69 69 69 68

54 53 53 53 53 52

40 40 40 39 39 39

30 29 29 29 29 29

55

56

57

58

59

60

61

4.90237 7 0.65344 0.69428 0.73512 0.77596 0.8168 0.85764 0 .8 9 8 4 8 CURVA1 CURVA2 CURVA3 CURVA4 CURVA5 CURVA6 CURVA7 T T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 217 213 208 205 201 198 196

222 216 211 205 200 195 191 188

222 215 208 200 193 188 183 178

222 213 205 194 186 179 172 166

222 212 201 188 177 168 160 153

222 210 196 179 166 155 146 138

222 207 191 170 154 141 131 122

193 191 189 187 185 183 181 180 178 177 176 176 175 174 174 173 173 172 172 171 171 171 170 170 170 170 169 169 169 169 169 168 168 168 168 167 167 167 167

185 182 179 176 174 171 169 167 165 163 162 162 161 160 160 159 158 158 157 156 156 156 155 155 155 154 154 154 153 153 153 152 152 152 152 151 151 151 150

174 170 167 163 160 157 155 152 150 147 146 145 145 144 143 142 141 140 140 139 139 138 138 137 137 137 136 136 136 135 135 134 134 134 133 133 133 132 132

161 157 152 148 145 141 138 135 132 129 128 127 126 125 124 124 123 122 121 120 120 119 119 118 118 117 117 117 116 116 116 115 115 114 114 114 113 113 113

147 141 136 132 128 124 120 117 114 111 110 108 107 106 105 104 103 102 101 101 100 100 99 99 98 98 98 97 97 96 96 95 95 95 94 94 94 93 93

131 125 119 114 110 105 102 98 95 92 91 90 89 87 86 85 85 84 83 82 81 81 80 80 80 79 79 78 78 78 77 77 76 76 76 75 75 75 74

114 107 101 96 92 87 84 80 77 74 73 72 71 70 69 68 67 66 65 65 64 64 63 63 63 62 62 61 61 61 60 60 60 59 59 59 58 58 58

166 166 166 166 166 165

150 150 150 149 149 149

132 131 131 131 130 130

112 112 111 111 111 110

92 92 92 91 91 91

74 74 73 73 72 72

57 57 57 56 56 56

165 165 165 164 164 164 164 164 163 163 163 163 163 162

149 148 148 148 147 147 147 147 146 146 146 146 145 145

130 130 129 129 129 128 128 128 127 127 127 127 126 126

110 110 109 109 109 108 108 108 107 107 107 106 106 106

90 90 90 89 89 89 88 88 88 87 87 87 86 86

72 71 71 71 71 70 70 70 69 69 69 68 68 68

56 55 55 55 54 54 54 54 53 53 53 52 52 52

162 162 162 162 161 161

145 145 144 144 144 144

126 125 125 125 125 124

106 105 105 105 104 104

86 85 85 85 85 84

67 67 67 67 66 66

52 51 51 51 51 50

62

63

64

65

66

67

68

A= 5.125205 8 0.93932 0.98016B = 0.65344 0.69428 0.73512 0.77596 0.8168 CURVA8 CURVA9 CURVA1 CURVA2 CURVA3 CURVA4 CURVA5 T T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 204 184 159 140 126 114 105

222 201 176 147 126 110 98 88

222 217 213 208 204 200 197 195

222 216 211 204 199 194 190 187

222 215 208 199 192 186 181 177

222 213 204 193 185 177 170 165

222 211 200 186 175 166 158 151

97 90 84 79 75 71 67 64 61 58 57 56 55 55 54 53 52 51 51 50 49 49 49 48 48 48 47 47 47 46 46 46 45 45 45 45 44 44 44

81 74 68 64 59 56 53 50 47 45 44 43 42 42 41 40 39 39 38 38 37 37 37 36 36 36 36 35 35 35 34 34 34 34 33 33 33 33 33

192 190 188 186 184 182 180 178 177 175 175 174 173 173 172 172 171 171 170 169 169 169 169 168 168 168 168 167 167 167 167 166 166 166 166 165 165 165 165

183 180 177 175 172 170 167 165 163 161 160 160 159 158 158 157 156 155 155 154 154 153 153 153 153 152 152 152 151 151 151 150 150 150 149 149 149 149 148

172 168 165 161 158 155 153 150 147 145 144 143 142 141 141 140 139 138 137 137 136 136 135 135 135 134 134 134 133 133 132 132 132 131 131 131 130 130 130

159 155 150 146 142 139 136 133 130 127 126 125 124 123 122 121 120 119 118 118 117 117 116 116 115 115 115 114 114 113 113 113 112 112 112 111 111 110 110

145 139 134 129 125 121 118 114 111 108 107 106 105 104 103 102 101 100 99 98 98 97 97 96 96 96 95 95 94 94 93 93 93 92 92 92 91 91 90

43 43 43 43 42 42

32 32 32 32 31 31

165 164 164 164 164 163

148 148 147 147 147 147

129 129 129 128 128 128

110 109 109 109 108 108

90 90 89 89 89 88

42 42 41 41 41 41 40 40 40 40 40 39 39 39

31 31 31 30 30 30 30 30 29 29 29 29 29 29

163 163 163 163 162 162 162 162 161 161 161 161 161 160

146 146 146 146 145 145 145 144 144 144 144 143 143 143

127 127 127 127 126 126 126 125 125 125 124 124 124 124

108 107 107 107 106 106 106 105 105 105 104 104 104 103

88 88 87 87 87 86 86 86 85 85 85 84 84 84

39 38 38 38 38 38

28 28 28 28 28 28

160 160 160 160 159 159

143 142 142 142 142 141

123 123 123 122 122 122

103 103 102 102 102 102

83 83 83 82 82 82

69

70

71

72

73

74

75

A= 5 .3 4 8 0 4 9 0.85764 0.89848 0.93932 0.98016B = 0 .6 5 3 4 4 0 .6 9 4 2 8 0 .7 3 5 1 2 CURVA6 CURVA7 CURVA8 CURVA9 CURVA1 CURVA2 CURVA3 T T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 209 195 178 164 153 144 136

222 207 189 168 152 139 128 119

222 204 183 157 138 124 112 102

222 200 175 144 123 108 96 86

222 217 212 207 203 200 196 194

222 216 210 203 198 193 189 185

222 214 207 198 191 185 180 175

128 122 117 112 107 103 99 96 92 89 88 87 86 85 84 83 82 81 80 79 79 79 78 78 77 77 77 76 76 75 75 75 74 74 73 73 73 72 72

111 105 99 94 89 85 81 78 75 72 71 70 69 68 67 66 65 64 63 63 62 62 61 61 61 60 60 60 59 59 58 58 58 57 57 57 56 56 56

95 88 82 77 72 69 65 62 59 56 55 55 54 53 52 51 50 50 49 48 48 47 47 47 46 46 46 45 45 45 44 44 44 44 43 43 43 42 42

78 72 66 62 58 54 51 48 46 43 42 42 41 40 39 39 38 37 37 36 36 36 35 35 35 34 34 34 34 33 33 33 33 32 32 32 32 32 31

191 189 186 184 182 180 178 177 175 174 173 172 172 171 171 170 169 169 168 168 167 167 167 167 166 166 166 166 165 165 165 165 164 164 164 164 163 163 163

182 179 176 173 170 168 166 163 161 159 159 158 157 156 156 155 154 153 153 152 152 151 151 151 150 150 150 150 149 149 149 148 148 148 147 147 147 146 146

171 167 163 159 156 153 150 148 145 143 142 141 140 139 138 138 137 136 135 134 134 134 133 133 132 132 132 131 131 131 130 130 129 129 129 128 128 128 127

72 71 71 71 70 70

55 55 55 55 54 54

42 42 41 41 41 41

31 31 31 30 30 30

163 162 162 162 162 162

146 146 145 145 145 144

127 127 126 126 126 125

70 69 69 69 68 68 68 67 67 67 67 66 66 66

54 53 53 53 53 52 52 52 51 51 51 51 50 50

40 40 40 40 39 39 39 39 39 38 38 38 38 37

30 30 29 29 29 29 29 28 28 28 28 28 28 27

161 161 161 161 160 160 160 160 160 159 159 159 159 158

144 144 144 143 143 143 143 142 142 142 141 141 141 141

125 125 125 124 124 124 123 123 123 122 122 122 121 121

65 65 65 65 64 64

50 50 49 49 49 49

37 37 37 37 36 36

27 27 27 27 27 26

158 158 158 158 157 157

140 140 140 140 139 139

121 121 120 120 120 119

76

77

78

79

80

81

0.77596 0.8168 0.85764 0.89848 0.93932 0.98016 CURVA4 CURVA5 CURVA6 CURVA7 CURVA8 CURVA9 T T T T T T µs/ft µs/ft µs/ft µs/ft µs/ft µs/ft 222 213 204 192 183 175 169 163

222 211 199 185 174 164 156 149

222 209 194 176 162 151 141 133

222 206 188 166 150 137 126 117

222 203 181 155 136 121 110 100

222 199 173 142 121 105 93 84

157 153 148 144 140 137 133 130 127 125 124 123 122 121 120 119 118 117 116 115 115 114 114 113 113 113 112 112 111 111 111 110 110 110 109 109 108 108 108

142 137 132 127 123 119 115 112 109 106 105 104 103 102 101 100 99 98 97 96 95 95 94 94 94 93 93 92 92 92 91 91 90 90 90 89 89 88 88

126 120 114 109 105 101 97 93 90 87 86 85 84 83 82 81 80 79 78 77 77 76 76 76 75 75 74 74 74 73 73 72 72 72 71 71 71 70 70

109 102 97 92 87 83 79 76 73 70 69 68 67 66 65 64 63 62 61 61 60 60 60 59 59 58 58 58 57 57 57 56 56 56 55 55 55 54 54

92 86 80 75 70 67 63 60 57 55 54 53 52 51 50 49 49 48 47 46 46 46 45 45 45 45 44 44 44 43 43 43 42 42 42 42 41 41 41

76 70 64 60 56 52 49 46 44 42 41 40 39 39 38 37 37 36 35 35 35 34 34 34 34 33 33 33 32 32 32 32 32 31 31 31 31 30 30

107 107 107 106 106 106

88 87 87 87 86 86

70 69 69 69 68 68

54 53 53 53 53 52

41 40 40 40 40 39

30 30 30 29 29 29

105 105 105 104 104 104 103 103 103 102 102 102 101 101

86 85 85 85 84 84 84 83 83 83 82 82 82 81

68 67 67 67 66 66 66 65 65 65 65 64 64 64

52 52 51 51 51 51 50 50 50 50 49 49 49 49

39 39 39 38 38 38 38 37 37 37 37 37 36 36

29 29 28 28 28 28 28 27 27 27 27 27 27 26

101 100 100 100 99 99

81 81 81 80 80 80

63 63 63 63 62 62

48 48 48 48 47 47

36 36 36 35 35 35

26 26 26 26 26 25

PROFUNDIDAD PROFUNDIDAD ft m

LITODENSIDAD gcc

TIEMPODET RANSITO s / ft

0 200 500 1000 1500 2000 2500 3000 3500

0 60.96 152.40 304.80 457.20 609.60 762.00 914.40 1066.75

1.975 1.992 2.013 2.029 2.044 2.057 2.069 1.920

187 184 179 174 169 164 160 156

4000 4500 5000 5500 6000 6500 7000 7500 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000

1219.14 1371.53 1523.93 1676.32 1828.71 1981.10 2133.50 2285.89 2438.28 2499.24 2560.20 2621.15 2682.11 2743.07 2804.02 2864.98 2925.94 2986.89 3047.85 3078.33 3108.81 3139.29 3169.77 3200.24 3230.72 3261.20 3291.68 3322.16 3352.64 3383.11 3413.59 3444.07 3474.55 3505.03 3535.51 3565.99 3596.46 3626.94 3657.42

2.070 2.123 2.115 2.123 2.133 2.081 2.000 2.065 2.183 2.188 2.192 2.113 2.091 2.200 2.164 2.121 2.178 2.162 2.159 2.230 2.171 2.200 2.212 2.220 2.220 2.240 2.250 2.330 2.309 2.400 2.410 2.410 2.390 2.410 2.408 2.380 2.400 2.420 2.450

152 148 143 150 156 157 149 146 140 135 125 117 116 114 113 111 110 110 108 111 115 120 120 120 120 121 122 123 124 125 126 125 125 130 129 120 128 125 123

12100 12200 12300 12400 12500 12600

3687.90 3718.38 3748.86 3779.34 3809.81 3840.29

2.390 2.400 2.330 2.460 2.500 2.350

122 123 124 122 121 120

12700 12800 12900 13000 13100 13200 13300 13400 13500 13600 13700 13800 13900 14000

3870.77 3901.25 3931.73 3962.21 3992.69 4023.16 4053.64 4084.12 4114.60 4145.08 4175.56 4206.03 4236.51 4266.99

2.420 2.320 2.230 2.560 2.600 2.260 2.500 2.450 2.410 2.450 2.500 2.590 2.660 2.500

120 119 115 120 122 122 125 125 128 131 122 121 118 120

14100 14200 14300 14400 14500

4297.47 4327.95 4358.43 4388.91 4419.38

2.580 2.520 2.400 2.500 2.300

114 120 123 124 121

A= B= Esfuerzo de sobrecarga p si

Presión de poro p si

Esfuerzo matricial psi

0 200 500 1000 1500 2000 2500 3000 3500

0 92.922 232.305 464.61 696.915 929.22 1161.525 1393.83 1626.135

0 107.078 267.695 535.39 803.085 1070.78 1338.475 1606.17 1873.865

4000 4500 5000 5500 6000 6500 7000 7500 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000

1858.44 2090.745 2323.05 2555.355 2787.66 3019.965 3252.27 3484.575 3716.88 3809.802 3902.724 3995.646 4088.568 4181.49 4274.412 4367.334 4460.256 4553.178 4646.1 4692.561 4739.022 4785.483 4831.944 4878.405 4924.866 4971.327 5017.788 5064.249 5110.71 5157.171 5203.632 5250.093 5296.554 5343.015 5389.476 5435.937 5482.398 5528.859 5575.32

2141.56 2409.255 2676.95 2944.645 3212.34 3480.035 3747.73 4015.425 4283.12 4390.198 4497.276 4604.354 4711.432 4818.51 4925.588 5032.666 5139.744 5246.822 5353.9 5407.439 5460.978 5514.517 5568.056 5621.595 5675.134 5728.673 5782.212 5835.751 5889.29 5942.829 5996.368 6049.907 6103.446 6156.985 6210.524 6264.063 6317.602 6371.141 6424.68

12100 12200 12300 12400 12500 12600

5621.781 5668.242 5714.703 5761.164 5807.625 5854.086

6478.219 6531.758 6585.297 6638.836 6692.375 6745.914

12700 12800 12900 13000 13100 13200 13300 13400 13500 13600 13700 13800 13900 14000

5900.547 5947.008 5993.469 6039.93 6086.391 6132.852 6179.313 6225.774 6272.235 6318.696 6365.157 6411.618 6458.079 6504.54

6799.453 6852.992 6906.531 6960.07 7013.609 7067.148 7120.687 7174.226 7227.765 7281.304 7334.843 7388.382 7441.921 7495.46

14100 14200 14300 14400 14500

6551.001 7602.538 7656.077 7709.616 7763.155

7548.999 92.921 92.611 92.304 91.999

4.233865 0.8168 Curva 5 Tiempo de tránsito Normal µs/ft

Sobrecarga Sobrecarga acumulada kg/cm^2 kg/cm^2

Sobrecarga gradiente gcc

222 213 204 192 182 174 166 160 154

12.040 18.215 30.671 30.925 31.146 31.346 31.531 29.251

0 12.040 30.255 60.926 91.851 122.997 154.344 185.875 215.126

0 1.975 1.985 1.999 2.009 2.018 2.026 2.033 2.017

149 144 139 135 132 128 125 122 119 118 117 116 114 113 112 111 111 110 109 108 108 107 107 106 106 106 105 105 104 104 104 103 103 102 102 102 101 101 100

31.545 32.353 32.231 32.353 32.505 31.713 30.479 31.469 33.267 13.337 13.362 12.880 12.746 13.411 13.191 12.929 13.276 13.179 13.161 6.797 6.617 6.705 6.742 6.766 6.766 6.827 6.858 7.101 7.037 7.315 7.345 7.345 7.284 7.345 7.339 7.254 7.315 7.376 7.467

246.671 279.024 311.255 343.608 376.113 407.826 438.304 469.774 503.041 516.378 529.740 542.620 555.366 568.777 581.968 594.897 608.173 621.352 634.513 641.310 647.927 654.632 661.374 668.140 674.906 681.733 688.591 695.692 702.730 710.045 717.390 724.735 732.020 739.365 746.704 753.958 761.273 768.649 776.116

2.023 2.034 2.042 2.050 2.057 2.059 2.054 2.055 2.063 2.066 2.069 2.070 2.071 2.074 2.075 2.076 2.079 2.080 2.082 2.083 2.084 2.085 2.087 2.088 2.089 2.090 2.092 2.094 2.096 2.099 2.102 2.104 2.107 2.109 2.112 2.114 2.117 2.119 2.122

100 100 99 99 99 98

7.284 7.315 7.101 7.498 7.620 7.162

783.400 790.715 797.817 805.315 812.934 820.097

2.124 2.127 2.128 2.131 2.134 2.136

98 98 97 97 96 96 96 95 95 95 95 94 94 94

7.376 7.071 6.797 7.802 7.924 6.888 7.620 7.467 7.345 7.467 7.620 7.894 8.107 7.620

827.472 834.543 841.340 849.143 857.067 863.955 871.575 879.042 886.387 893.855 901.474 909.368 917.475 925.095

2.138 2.139 2.140 2.143 2.147 2.147 2.150 2.152 2.154 2.156 2.159 2.162 2.166 2.168

93 93 93 92 92

7.863 7.681 7.315 7.620 7.010

932.959 940.639 947.954 955.574 962.584

2.171 2.173 2.175 2.177 2.178

V Presión p oro g cc

Presión d e p oro [gFcSc]

Módulo d e P oisson

1.073 1.073 1.073 1.073 1.073 1.073 1.073 1.073

1.128 1.128 1.128 1.128 1.128 1.128 1.128 1.128

0 0.198 0.257 0.302 0.328 2000 0.346 0.361 0.372 4000 0.382

1.295 1.388 1.473 1.529 1.574 1.610 1.643 1.657

1.073 1.073 1.143 1.331 1.466 1.523 1.478 1.486 1.458 1.409 1.261 1.111 1.112 1.087 1.088 1.060 1.059 1.084 1.054 1.147 1.252 1.361 1.370 1.379 1.388 1.414 1.439 1.463 1.486 1.509 1.531 1.525 1.533 1.604 1.599 1.483 1.601 1.571 1.551

1.128 1.128 1.198 1.386 1.521 1.578 1.533 1.541 1.513 1.464 1.316 1.166 1.167 1.142 1.143 1.115 1.114 1.139 1.109 1.202 1.307 1.416 1.425 1.434 1.443 1.469 1.494 1.518 1.541 1.564 1.586 1.580 1.588 1.659 1.654 1.538 1.656 1.626 1.606

0.391 0.399 0.405 6000 ] 0.412 t f [ 0.417 d a 0.422 id 8000 d 0.427 n u f 0.432 o r P 0.436 0.437 10000 0.439 0.440 0.442 12000 0.443 0.445 0.446 14000 0.447 0.449 0.450 0.451 16000 0.451 0.452 0.453 0.453 0.454 0.454 0.455 0.456 0.456 0.457 0.457 0.458 0.459 0.459 0.460 0.460 0.461 0.461 0.462

1.683 1.710 1.756 1.834 1.889 1.915 1.908 1.918 1.925 1.920 1.893 1.866 1.871 1.873 1.879 1.879 1.885 1.895 1.895 1.915 1.937 1.959 1.963 1.967 1.971 1.978 1.984 1.991 1.998 2.005 2.012 2.015 2.019 2.033 2.036 2.021 2.042 2.041 2.041

1.544 1.566 1.586 1.566 1.560 1.553

1.599 1.621 1.641 1.621 1.615 1.608

0.462 0.463 0.463 0.464 0.465 0.465

2.043 2.049 2.054 2.055 2.058 2.059

1.000

Presión d e f ractura g cc 1.200

1.400

1.560 1.552 1.496 1.581 1.615 1.621 1.665 1.671 1.710 1.745 1.654 1.648 1.616 1.649

1.615 1.607 1.551 1.636 1.670 1.676 1.720 1.726 1.765 1.800 1.709 1.703 1.671 1.704

0.466 0.466 0.467 0.467 0.468 0.468 0.469 0.469 0.469 0.470 0.470 0.471 0.471 0.472

2.063 2.065 2.059 2.074 2.082 2.084 2.093 2.096 2.103 2.110 2.103 2.106 2.106 2.113

1.570 1.662 1.705 1.722 1.692

1.625 1.717 1.760 1.777 1.747

0.472 0.473 0.473 0.474 0.474

2.108 2.121 2.127 2.132 2.130

entana de Operación de Bowers Presión de Fractura [gcc] FS [gcc] 1.600

1.800

2.000

2.200

2.400

1.235 1.328 1.413 1.469 1.514 1.550 1.583 1.597 1.623 1.650 1.696 1.774 1.829 1.855 1.848 1.858 1.865 1.860 1.833 1.806 1.811 1.813 1.819 1.819 1.825 1.835 1.835 1.855 1.877 1.899 1.903 1.907 1.911 1.918 1.924 1.931 1.938 1.945 1.952 1.955 1.959 1.973 1.976 1.961 1.982 1.981 1.981 1.983 1.989 1.994 1.995 1.998 1.999

Presión de poro Presión de Poro FS Presión de Fractura Presión de Fractura FS Sobrecarga

2.003 2.005 1.999 2.014 2.022 2.024 2.033 2.036 2.043 2.050 2.043 2.046 2.046 2.053 2.048 2.061 2.067 2.072 2.070

PROFUNDIDAD PROFUNDIDAD LITODENSIDAD POROSIDAD TIEMPO DE TR ANSITO m ft gcc s / ft 0 0 0 60.96 152.40 304.80 457.20 609.60 762.00 914.40 1066.75 1219.14 1371.53

200 500 1000 1500 2000 2500 3000 3500 4000 4500

1.975 1.992 2.013 2.029 2.044 2.057 2.069 1.920 2.070 2.123

0.451 0.447 0.441 0.434 0.428 0.422 0.416 0.410 0.380 0.363

187 184 179 174 169 164 160 156 152 148

1523.93 1676.32 1828.71 1981.10 2133.50 2285.89 2438.28 2499.24 2560.20 2621.15 2682.11 2743.07 2804.02 2864.98 2925.94 2986.89 3047.85 3078.33 3108.81 3139.29 3169.77 3200.24 3230.72 3261.20 3291.68 3322.16 3352.64 3383.11 3413.59 3444.07 3474.55 3505.03 3535.51 3565.99 3596.46 3626.94 3657.42 3687.90 3718.38

5000 5500 6000 6500 7000 7500 8000 8200 8400 8600 8800 9000 9200 9400 9600 9800 10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000 12100 12200

2.115 2.123 2.133 2.081 2.000 2.065 2.183 2.188 2.192 2.113 2.091 2.200 2.164 2.121 2.178 2.162 2.159 2.230 2.171 2.200 2.212 2.220 2.220 2.240 2.250 2.330 2.309 2.400 2.410 2.410 2.390 2.410 2.408 2.380 2.400 2.420 2.450 2.390 2.400

0.360 0.390 0.405 0.400 0.395 0.390 0.373 0.368 0.366 0.370 0.380 0.380 0.440 0.430 0.450 0.430 0.380 0.370 0.410 0.450 0.403 0.380 0.410 0.400 0.390 0.350 0.370 0.360 0.350 0.340 0.350 0.330 0.325 0.370 0.330 0.350 0.300 0.450 0.320

143 150 156 157 149 146 140 135 125 117 116 114 113 111 110 110 108 111 115 120 120 120 120 121 122 123 124 125 126 125 125 130 129 120 128 125 123 122 123

3748.86 3779.34 3809.81 3840.29 3870.77 3901.25

12300 12400 12500 12600 12700 12800

2.330 2.460 2.500 2.350 2.420 2.320

0.360 0.260 0.400 0.340 0.310 0.340

124 122 121 120 120 119

3931.73 3962.21 3992.69 4023.16 4053.64 4084.12 4114.60 4145.08 4175.56 4206.03 4236.51 4266.99 4297.47 4327.95

12900 13000 13100 13200 13300 13400 13500 13600 13700 13800 13900 14000 14100 14200

2.230 2.560 2.600 2.260 2.500 2.450 2.410 2.450 2.500 2.590 2.660 2.500 2.580 2.520

0.340 0.170 0.140 0.320 0.130 0.180 0.200 0.160 0.140 0.110 0.090 0.200 0.180 0.160

115 120 122 122 125 125 128 131 122 121 118 120 114 120

4358.43 4388.91 4419.38

14300 14400 14500

2.400 2.500 2.300

0.300 0.200 0.270

123 124 121

0.010

0.100

Porosidad Normal

1.000 0

2000

P(0.428, 2000)

4000

6000

8000

10000

P(0.350, 10900) 12000

14000

16000

Densidad de la roca gcc

0.448 0.446 0.443 0.438 0.433 0.428 0.423 0.418 0.414 0.409 0.404

0.00 2.72 2.74 2.75 2.76 2.77 2.78 2.78 2.51 2.68 2.72

0.400 0.395 0.391 0.387 0.382 0.378 0.374 0.372 0.370 0.369 0.367 0.365 0.364 0.362 0.360 0.359 0.357 0.356 0.356 0.355 0.354 0.353 0.352 0.352 0.351 0.350 0.349 0.348 0.348 0.347 0.346 0.345 0.345 0.344 0.343 0.342 0.341 0.341 0.340

2.70 2.79 2.85 2.75 2.61 2.70 2.84 2.84 2.84 2.72 2.71 2.89 3.02 2.91 3.08 2.98 2.82 2.91 2.93 3.12 2.98 2.92 3.02 3.02 3.00 3.01 3.03 3.15 3.13 3.10 3.10 3.07 3.05 3.15 3.05 3.15 3.04 3.47 3.02

0.339 0.338 0.338 0.337 0.336 0.335

3.04 2.95 3.45 3.01 3.03 2.96

0.335 0.334 0.333 0.332 0.332 0.331 0.330 0.329 0.329 0.328 0.327 0.326 0.326 0.325

2.83 2.86 2.85 2.82 2.71 2.75 2.74 2.71 2.73 2.78 2.82 2.86 2.91 2.80

0.324 0.323 0.323

2.97 2.86 2.75

Esfuerzo de s obrecarga kg/cm^2

Sobrecarga Acumulada kg/cm^2

Sobrecarga gr adiente gcc

0 12.095 18.285 30.755 30.973 31.159 31.325 31.475 29.176 30.840 31.319

0.000 12.095 30.379 61.135 92.108 123.267 154.592 186.067 215.243 246.083 277.401

0.000 1.984 1.993 2.006 2.015 2.022 2.029 2.035 2.018 2.018 2.023

31.248 32.218 32.893 32.063 30.783 31.774 33.256 13.295 13.316 12.895 12.877 13.574 14.098 13.692 14.375 14.009 13.405 6.873 6.926 7.300 7.027 6.918 7.108 7.115 7.089 7.102 7.162 7.388 7.360 7.303 7.309 7.253 7.222 7.420 7.237 7.426 7.219 8.083 7.197

308.649 340.867 373.760 405.824 436.606 468.381 501.636 514.932 528.248 541.142 554.020 567.594 581.692 595.383 609.758 623.767 637.172 644.046 650.972 658.272 665.299 672.217 679.325 686.439 693.528 700.630 707.792 715.180 722.541 729.844 737.153 744.406 751.627 759.048 766.285 773.710 780.930 789.013 796.210

2.025 2.033 2.044 2.048 2.046 2.049 2.057 2.060 2.063 2.065 2.066 2.069 2.074 2.078 2.084 2.088 2.091 2.092 2.094 2.097 2.099 2.101 2.103 2.105 2.107 2.109 2.111 2.114 2.117 2.119 2.122 2.124 2.126 2.129 2.131 2.133 2.135 2.139 2.141

7.227 7.051 8.073 7.182 7.221 7.098

803.436 810.487 818.560 825.741 832.962 840.061

2.143 2.145 2.149 2.150 2.152 2.153

6.826 6.909 6.880 6.823 6.612 6.696 6.683 6.622 6.666 6.763 6.848 6.933 7.048 6.815

846.887 853.795 860.676 867.499 874.111 880.807 887.490 894.112 900.778 907.541 914.389 921.322 928.370 935.186

2.154 2.155 2.156 2.156 2.156 2.157 2.157 2.157 2.157 2.158 2.158 2.159 2.160 2.161

7.176 6.949 6.741

942.361 949.311 956.051

2.162 2.163 2.163

TIEMPO DE TRANSITO N ormal Presión de p oro Presión de P oro Relación d e Poisson s / ft gcc FS[gcc] 187 184 179 174 169 164 160 155 151 147 143

0 1.118 1.147 1.148 1.149 1.150 1.150 1.151 1.158 1.163 1.166

0 1.173 1.202 1.203 1.204 1.205 1.205 1.206 1.213 1.218 1.221

0 0.198 0.257 0.302 0.328 0.346 0.361 0.372 0.382 0.391 0.399

139 135 132 128 124 121 120 118 117 116 114 113 112 111 109 108 108 107 106 106 105 105 104 104 103 102 102 101 101 100 100 99 98 98 97 97 96 96 95

1.150 1.330 1.462 1.521 1.480 1.494 1.443 1.396 1.251 1.106 1.113 1.095 1.102 1.082 1.089 1.121 1.084 1.179 1.285 1.394 1.407 1.419 1.431 1.459 1.486 1.512 1.537 1.561 1.585 1.582 1.592 1.660 1.658 1.556 1.665 1.641 1.626 1.624 1.646

1.205 1.385 1.517 1.576 1.535 1.549 1.498 1.451 1.306 1.161 1.168 1.150 1.157 1.137 1.144 1.176 1.139 1.234 1.340 1.449 1.462 1.474 1.486 1.514 1.541 1.567 1.592 1.616 1.640 1.637 1.647 1.715 1.713 1.611 1.720 1.696 1.681 1.679 1.701

0.405 0.412 0.417 0.422 0.427 0.432 0.436 0.437 0.439 0.440 0.442 0.443 0.445 0.446 0.447 0.449 0.450 0.451 0.451 0.452 0.453 0.453 0.454 0.454 0.455 0.456 0.456 0.457 0.457 0.458 0.459 0.459 0.460 0.460 0.461 0.461 0.462 0.462 0.463

95 94 94 93 93 92

1.667 1.652 1.650 1.647 1.656 1.653

1.722 1.707 1.705 1.702 1.711 1.708

0.463 0.464 0.465 0.465 0.466 0.466

92 91 91 90 90 89 89 88 88 87 87 86 86 85

1.608 1.682 1.713 1.721 1.758 1.765 1.798 1.828 1.756 1.753 1.729 1.758 1.699 1.772

1.663 1.737 1.768 1.776 1.813 1.820 1.853 1.883 1.811 1.808 1.784 1.813 1.754 1.827

0.467 0.467 0.468 0.468 0.469 0.469 0.469 0.470 0.470 0.471 0.471 0.472 0.472 0.473

85 84 84

1.807 1.821 1.796

1.862 1.876 1.851

0.473 0.474 0.474

Presión de fractura Presión de f ractura gcc FS[gcc] 0 1.332 1.440 1.519 1.571 1.612 1.646 1.675 1.690 1.712 1.734

0 1.272 1.380 1.459 1.511 1.552 1.586 1.615 1.630 1.652 1.674

1.747 1.822 1.879 1.907 1.902 1.915 1.917 1.912 1.886 1.860 1.867 1.871 1.881 1.884 1.895 1.909 1.908 1.928 1.951 1.974 1.979 1.984 1.989 1.997 2.005 2.012 2.019 2.026 2.033 2.036 2.041 2.054 2.056 2.044 2.063 2.063 2.063 2.067 2.073

1.687 1.762 1.819 1.847 1.842 1.855 1.857 1.852 1.826 1.800 1.807 1.811 1.821 1.824 1.835 1.849 1.848 1.868 1.891 1.914 1.919 1.924 1.929 1.937 1.945 1.952 1.959 1.966 1.973 1.976 1.981 1.994 1.996 1.984 2.003 2.003 2.003 2.007 2.013

2.078 2.078 2.083 2.084 2.088 2.090

2.018 2.018 2.023 2.024 2.028 2.030

Ventana de Operac [gcc] 0.000 0

2000

4000

6000 ] t f [

8000

10000

12000

14000

16000

0.500

1.000

2.086 2.096 2.102 2.104 2.109 2.111 2.116 2.120 2.112 2.113 2.112 2.116 2.112 2.121

2.026 2.036 2.042 2.044 2.049 2.051 2.056 2.060 2.052 2.053 2.052 2.056 2.052 2.061

2.126 2.129 2.127

2.066 2.069 2.067

ión de Esfuerzos Efectivos .500

2.000

2.500

Presión de fractura Presión de fractura FS Presión de poro Presión de poro FS Sobrecarga

Ventana de Operación de Bo [gcc] 0.000 0

0.500

1.000

650 2000

3800 4000

6000 ] t f [ d a id d n u f o r P

8000

99000 10000

12000

1a 14000 2a 3a 4a

250ft 5100ft 9800ft 14800 ft

14500

16000

Diámetros de TR's 650ft 13 3/8" Bna 16"

3800ft 10 3/4" Bna 12 1/4"

9900 7 3/4" Bna 9 1/2"

1.500

14500 ft 5 1/2" Bna 6 1/2"

ers 2.000

2.500

Presión de poro Presión de Poro FS Presión de Fractura Presión de Fractura FS Sobrecarga

Etapa Primera Segunda Tercera Cuarta

Etapa Primera Segunda Tercera Cuarta

Correcion *Por Pega Diferencial TR Intermedi Profundidad [ft] 9900

429.091344 psi< 2000 psi

* Influjo de Gas

Profundidad de interés [ft] 0 100 200 300 400 500 550 600 650

Influ 0 0 200

0.5

] t f [ d a id d n u f o r P

400 600 800 1000 1200

Selección de la Densidad

Tipodelodo

Inicial

Final

1.1 1.2 1.55 1.75

1.1 1.45 1.65 1.95

Bentonítico E.Inversa E.Inversa E.Inversa

Propiedades Reológicas del Lodo por Etapa

Densid1.1 ad[gcc]

Visco37sidad(seg)

1.45 1.65 1.95

23 Vp(cp) 30 34 41

48 55 65

11 Yp(lb/100ft2) 14 16 18

s a

ETxRplotación P [psi]

Profundidad [ft]

429.091344

14500

No hay Pega Diferencial

1256.93424 psi < 3000 psi No hay Pega

TR Conductora Eb [gcc]

Prof. De Fractura [ft]

#DIV/0! 1.84 1.645 1.58 1.5475 1.528 1.520909091 1.515 1.51

200 500 1000

[gcc] 1.5

Grad Fractura [gcc] 1.295 1.388 1.473

jo de Gas- TR Conductora 1

P 1256.93424

2

Efecto de Brote GF

Sólidos 10 (%V) 19 25 33

iferencial

TR Superficial Profundidad de interés [ft] 650 700 800 900 1000 2000 3000 3400 3800

Eb [gcc]

Prof. De Fractura [ft] Grad Fractura [gcc]

2.031 2.006 1.965 1.933 1.908 1.794 1.756 1.747 1.740

1000 1500 2000 2500 3000 3500 4000 4500 5000

1.4729 1.5294 1.5735 1.6105 1.6427 1.6573 1.6832 1.7103 1.7563

Influjo de Gas- TR Superficial [gcc] 0.000 0

0.500

1.000

1.500

2.000

2.500

] t f [ d a d i d n u f o r P

2000 3000 4000 5000 6000

Efecto de Brote Grad. Fractura

Presión Interna y Presión de Colapso

Presión Interna Primera Etapa Prof ft 0 150 300 450 600 650

Datos Densidad del lodo Densidad del agua Factor de seguridad Gradiente del gas

Presion de respaldo ps i 0 0 69.75985032 139.5197006 209.279551 279.0394013 302.2926847

Línea de carga máxima. ps i 0 94.015224 188.030448 282.045672 376.060896

407.399304

Resultante ps i 24.255374 48.510747 72.766121 97.021495 105.10662

Presión Inte

1.1 gcc 1.073 gcc 1.125 0.15 psi/ft

Presión [psi] 0

500

1000

0 100

Resultados Diámetro Externo Diámetro Interno Peso Grado

13 3/8" 12.715" 48 lb/pie H40

] t f [ d a id d n u f o r P

200 300 400 500 600 700

Presión de Colapso Primera Etapa Prof ft 0 150

Agua Lodo Presion de respaldo Línea de carga máxima. ps i ps i 0 0 0 69.75985032 71.515224

Resultante ps i 1.7553737

300 450 600 650

139.5197006 209.279551 279.0394013 302.2926847

143.030448 214.545672 286.060896

309.899304 0 0 100

Datos Densidad del lodo Densidad del agua Factor de seguridad Gradiente del gas

1.1 gcc 1.073 gcc 1.125 0.15 psi/ft

] t f [ d a d i d n u f o r P

Resultados Diámetro Externo Diámetro Interno Peso Grado

200 300 400 500 600

13 3/8" 12.715" 48 lb/pie H40

700

3.5107474 Presión de

5.266121 7.0214947 Presión [ 7.6066193

200

400

Resultante FS ps i 0 27.28729539 54.57459078 81.86188617 109.1491816 118.2449467

Línea del Fabricante ps i 1730 1730 1730 1730 1730 1730

na @1era Etapa 1500

Presión de trabajo ps i 1730 1702.712705 1675.425409 1648.138114 1620.850818 1611.755053

2000

Presión de Respaldo Carga Máxima Resultante FS Línea del Fabricante Presión de Trabajo

Resultante FS ps i 0 1.97479539

Línea del Fabricante ps i 740 740

Presión de trabajo ps i 740 738.0252046

3.94959078@1era 740 Colapso Etapa 5.92438617 7.89918156 psi] 8.55744669 600

740 740 740

736.0504092 734.0756138 732.1008184 731.4425533

800

Presión de respaldo Línea de carga máxima Resultante FS Línea de fabricante Presiónn de Trabajo

Reporte Final de las características Etapa

TR

Grado

Primera Segunda Tercera Cuarta

Conductora Superficial Intermedia Explotación

H40 J55 L80 Q125

S Prof ft 700 1000 1500 2000 2500 3000 3800

Datos Densidad del lodo Densidad del agua Factor de seguridad Gradiente del gas

Resultados Diámetro Externo Diámetro Interno Peso Grado

Presion de respaldo ps i 325.5459682 465.0656688 697.5985032 930.1313376 1162.664172 1395.197006 1767.249541

Línea de carga máxima. psi 544.926984 778.46712 1167.70068 1556.93424 1946.1678 2335.40136

2958.175056 Presión

In

Presión [ps 0 1.45 gcc 1.073 gcc650 1.125 1150 0.15 psi/ft ] t f [ d a id d n u f o r P

1000

2000

3

1650 2150

10 3/4"2650 9.85" 51 lb/ft3150 J55 3650

4150

S Prof ft 700 1000

Agua Lodo Presion de respaldo Línea de carga máxima. ps i psi 325.5459682 439.926984 465.0656688 628.46712

1500 2000 2500 3000 3800

942.70068 Presión de Colap 1256.93424

697.5985032 930.1313376 1162.664172 1395.197006 0 500 1767.249541 650 1150

Datos Densidad del lodo Densidad del agua Factor de seguridad Gradiente del gas

] t f [ d a id d n u f

1650 1.45 gcc

1.073 gcc 1.125 2150 0.15 psi/ft 2650

r o P

Resultados Diámetro Externo Diámetro Interno Peso Grado

3150

10 3/4" 3650 9.85" 51 lb/ft J55

4150

geométricas y del grado de las TR's por etapa. Peso Diámetro E xterno Diámetro I nterno lb/pie 48 51 46.1 23

133/8" 103/4" 73/4" 51/2"

12.715" 9.85" 6.56" 4.67"

1571.1678 Presión [psi] 1885.40136 1000 1500 2000 2388.175056

gunda Etapa Resultante ps i 219.3810158 313.4014512 470.1021768 626.8029024 783.503628 940.2043536 1190.925515

Resultante F S ps i 246.8036428 352.5766326 528.8649489 705.1532652 881.4415815 1057.729898 1339.791204

terna @2da Etapa

Línea d elF abricante psi 4030 4030 4030 4030 4030 4030 4030

Presiónd e t rabajo ps i 3783.196 3677.423 3501.135 3324.847 3148.558 2972.270 2690.209

i] 000

4000

5000

Presion de respaldo Línea de Carga Máxima Resultante FS Línea de Fabricante Presión de Trabajo

gunda Etapa Resultante ps i 114.3810158 163.4014512

Resultante F S ps i 128.6786428 183.8266326

Línea d elF abricante psi 2710 2710

Presiónd e t rabajo ps i 2581.321 2526.173

245.1021768 so@2da Etapa275.7399489 326.8029024 367.6532652 408.503628 490.2043536 2500 3000 620.9255146

459.5665815 551.4798978 698.5412039

Presión de Respaldo Línea de Carga Máxima Resultante FS Línea de Fabricante Presión de Trabajo

2710 2710 2710 2710 2710

2434.260 2342.347 2250.433 2158.520 2011.459

Tercer Prof ft 3900 4000 4500 5000 6000 7000 8000 9900

Presion de respaldo ps i 1813.756108 1860.262675 2092.79551 2325.328344 2790.394013 3255.459682 3720.52535 4604.150121

Presión Interna8565.007176 @3era Eta

Datos Densidad del lodo 0 4000 Densidad del agua Factor de seguridad 5000 Gradiente del gas ] t f [ d a id d n u f o r P

Línea de carga máxima. ps i 3374.093736 3460.60896 3893.18508 4325.7612 5190.91344 6056.06568 6921.21792

Presión [psi] 20001.65 4000 gcc 6000

8000 10000 12000

1.073 gcc 1.125 0.15 psi/ft

6000 7000

Resultados 8000 Diámetro Externo Diámetro Interno 9000 Peso Grado 10000

7 3/4" 6.56" 46.1 lb/ft L80

11000

Tercer Prof ft 3900 4000

Presion de respaldo ps i 1813.756108 1860.262675

Línea de carga máxima. ps i 2789.093736 2860.60896

4500 5000 6000 7000 8000 0 9900 4000

2092.79551

2790.394013 3255.459682 Presión [psi] 2000 3720.52535 4000 6000 8000 4604.150121

5000

Datos Densidad del lodo 6000 ] t del agua Densidad f [ Factor de d seguridad a 7000 d Gradiente del gas i d n u f o r P

1.65 gcc 1.073 gcc 1.125 0.15 psi/ft

8000

Resultados 9000 Diámetro Externo Diámetro10000 Interno Peso Grado 11000

3218.18508

Presión de Colapso3575.7612 @3era Eta 2325.328344

7 3/4" 6.56" 46.1 lb/ft L80

4290.91344 5006.06568 5721.21792 10000 12000

7080.007176

Etapa Resultante ps i 1560.3376 1600.3463 1800.3896 2000.4329 2400.5194 2800.606 3200.6926 3960.8571

a

Resultante FS ps i 1755.379831 1800.38957 2025.438267 2250.486963 2700.584356 3150.681748 3600.779141 4455.964187

Línea del Fabricante psi 10750 10750 10750 10750 10750 10750 10750 10750

Presión de trabajo ps i 8994.620 8949.610 8724.562 8499.513 8049.416 7599.318 7149.221 6294.036

Línea del Fabricante psi 11340 11340

Presión de trabajo ps i 10242.745 10214.610

Presión de Respaldo Línea de Carga Máxima Resultante FS Línea de Fabricante Presión de Trabajo

Etapa Resultante Resultante FS ps i ps i 975.33763 1097.254831 1000.3463 1125.38957

1125.3896

p1250.4329 a 1500.5194 1750.606 2000.6926 2475.8571

1266.063267 1406.736963 1688.084356 1969.431748 2250.779141 2785.339187

Presión de Respaldo Línea de Carga Máxima Resultante FS Línea de Fabricante Presión de Trabajo

11340 11340 11340 11340 11340 11340

10073.937 9933.263 9651.916 9370.568 9089.221 8554.661

Cuarta Etapa Prof ft 9900 9950 10000 11000 12000 13000 14000 14500

Línea de carga máxima. ps i 9852.281208 9902.040204 9951.7992 10946.97912 11942.15904 12937.33896 13932.51888 14430.10884

Presión Interna @4ta Etapa

Datos Densidad0 del lodo5000 9000 Densidad del agua Factor de seguridad 10000 Gradiente del gas ] t f [

Presion de respaldo ps i 4604.150121 4627.403405 4650.656688 5115.722357 5580.788026 6045.853694 6510.919363 6743.452198

Resultante ps i 5248.1311 5274.6368 5301.1425 5831.2568 6361.371 6891.4853 7421.5995 7686.6566

Presión [psi] 10000 1.95 gcc 1.073 gcc 1.125 0.15 psi/ft

15000

11000

20000

Presión de Respaldo Línea de Carga Máxi Resultante FS

d

a Resultados d i d n 12000 Diámetro Externo u f Diámetro Interno o 13000 r P Peso Grado 14000

5 1/2" 4.67" 23 lb/pie Q125

Línea del Fabricante Presión de Trabajo

15000

Cuarta Etapa Prof ft 9900 9950

Presion de respaldo ps i 4604.150121 4627.403405

Línea de carga máxima. ps i 8367.281208 8409.540204

Resultante ps i 3763.1311 3782.1368

10000 11000 12000 13000 14000 5000 14500

4650.656688

8451.7992

5580.788026

10142.15904 10987.33896 11832.51888 20000 12255.10884

Presión de Colapso @4ta9296.97912 Etapa 5115.722357

0 9000

6045.853694 Presión [psi] 6510.919363 10000 15000 6743.452198

10000Datos ] t f [ d a id d n u f o r P

Densidad del lodo 11000Densidad del agua Factor de seguridad 12000Gradiente del gas

Presion de Respaldo

1.95 gcc 1.073 gcc 1.125 0.15 psi/ft

Línea de Carga Máxima Resultante FS Línea de Fabricante Presión de Trabajo

13000

Resultados Diámetro Externo 14000Diámetro Interno Peso 15000Grado

3801.1425 4181.2568 4561.371 4941.4853 5321.5995 5511.6566

5 1/2" 4.67" 23 lb/pie Q125

Resultante FS ps i 5904.147473 5933.966399 5963.785326 6560.163859 7156.542391 7752.920924 8349.299456 8647.488723

Línea del Fabricante ps i 16510.000 16510.000 16510.000 16510.000 16510.000 16510.000 16510.000 16510.000

Presión de trabajo ps i 10605.853 10576.034 10546.215 9949.836 9353.458 8757.079 8160.701 7862.511

Línea del Fabricante ps i 16060 16060

Presión de trabajo ps i 11826.478 11805.096

ma

Resultante FS ps i 4233.522473 4254.903899

4276.285326 4703.913859 5131.542391 5559.170924 5986.799456 6200.613723

16060 16060 16060 16060 16060 16060

11783.715 11356.086 10928.458 10500.829 10073.201 9859.386

Plan Direccional 648000 216000 108000

277500 -832500

-555000

-277500 -108000 -216000 -648000

Tipo "S"

555000

832500

Tipo "J"

Coordenadas X Conductor Objetivo

Y

554562 554982

2158652 2159010

Resultados Desplazamiento Ángulo Dirección

551.8731738 1810.607526 0.705874707 49.55635844

m ft radianes °

N49.55635844°E

Valores propuestos KOP= 4000 ft BUR1= BUR2=

4 °/100ft 4.5 °/100ft

Donde: D1= 4000 ft D4= 14500 ft x4= 1810.607526 ft Resultados R1= 1432.391143 ft R2= 1273.236616 ft LR1= LR2= D3= X3= =

9.869074159 246.726854 219.3127591 14281.77061 1791.766148 8.003196748

° ft ft ft ft °

Ltan= DM = D2= x2=

10187.86813 14653.90775 4245.508053 21.19654889

ft ft ft ft

Valores propuestos KOP= 4000 ft 3.5 °/100ft BUR1= Resultados D1= 4000 ft D3= 14500 ft R1= 1642.245952 ft x3= 1810.607526 ft 9.913564536 283.244701 9.025797369 Ltan= 10338.60328 14621.84798 D2= 4282.732867 24.52103934

Larc=

° ft ° ft ft ft ft

Tipo "J" Método Tangencial rc1= 955 MD1= 4000 MD2= 283.1657 MD3= 10373.068 TVD1= 4000

Prof [ft]

TVD2= 4246.249 TVD3= 14500 X1= 1411.1759 x2= 1810.608 EOB 4283.1657 0.035 0.17500813 9.9108 49.5563 MDT= 14656.2337 ∆ ∆

Suma

Ángulos Promedio rc1=

955

MD [ft]

∆MD [ft]

0 500 650

0

0

500 150

500 650

1000 1500 2000 2500 3000 3500 3800 4000 4025 4050 4075 4100 4125 4150 4175 4200 4225 4250

350 500 500 500 500 500 300 200 25.0029 25.0117 25.0263 25.0467 25.0731 25.1053 25.1435 25.1877 25.2380 25.2944

1000 1500 2000 2500 3000 3500 3800 4 000 4025.0029 4050.0146 4 075.0408 4 100.0876 4 125.1606 4 150.2659 4 175.4095 4 200.5972 4 225.8352 4 251.1296

4283.1657 4300 4325 4350 4375 4400 5000 6000 7000 8000 8500 9000 9500 9990 10500 11500 12500 13500

33.6681 17.0893 25.3787 25.3787 25.3787 25.3787 609.0895 1015.1492 1015.1492 1015.1492 507.5746 507.5746 507.5746 497.4231 517.7261 1015.1492 1015.1492 1015.1492

4284.7977 4 301.8871 4 327.2658 4 352.6445 4 378.0233 4 403.4020 5 012.4915 6027.6407 7042.7898 8057.9390 8 565.5136 9 073.0882 9 580.6628 10078.0859 10595.8119 11610.9611 12626.1103 13641.2595

14500

1015.1492

14656.4086

MD1= 4000 MD2= 283.1657 MD3= 10373.068 TVD1= 4000 TVD2= 4246.249 TVD3= 14500 X1= 1411.1759 x2= 1810.608 EOB 4283.1657 ∆ ∆

Prof [ft] 0 500 650 1000 1500 2000 2500 3000 3500 3800 4000

0.035 0.17500813 9.9108 49.5563

MDT= 14656.2337

4025 4050 4075 4100 4125 4150 4175 4200 4225 4250 4283.1657 4300 4325 4350 4375 4400 5000 6000 7000 8000 8500 9000 9500 9990 10500 11500 12500 13500 14500 Suma

∆MD [ft] MD [ft] 0 0 500 500 150 650 350 1000 500 1500 500 2000 500 2500 500 3000 500 3500 300 3 800 200 4 000

25.0007288 4025.0007 25.0065608 4050.0073 25.0182316 4075.0255 25.0357548 4100.0613 25.0591509 4125.1204 25.0884473 4150.2089 25.1236785 4175.3326 25.1648859 4200.4974 25.2121183 4225.7096 25.2654318 4250.9750 33.6103708 4284.5854 17.0893257 4301.6747 25.3787293 4327.0534 25.3787293 4352.4321 25.3787293 4377.8109 25.3787293 4403.1896 609.089503 5012.2791 1015.14917 6027.4283 1015.14917 7042.5774 1015.14917 8057.7266 507.574586 8565.3012 507.574586 9072.8758 507.574586 9580.4504 497.423094 10077.8735 517.726078 10595.5996 1015.14917 11610.7487 1015.14917 12625.8979 1015.14917 13641.0471 1015.14917 14656.1962

inclinacion [°] direccion [°] ∆N/S [ft] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.8750 1.7500 2.6250 3.5000 4.3750 5.2500 6.1250 7.0000 7.8750 8.7500

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 4.3752 8.7504 13.1256 17.5008 21.8760 26.2512 30.6264 35.0016 39.3768 43.7520

∆E/W [ft]

0 0 0 0 0 0 0 0 0.3807 0.7549 1.1162 1.4583 1.7749 2.0603 2.3085 2.5144 2.6729 2.7795

0.0291 0.1162 0.2603 0.4598 0.7127 1.0161 1.3667 1.7607 2.1938 2.6609 4.4101 2.2385 3.3243 3.3243 3.3243 3.3243 79.7827 132.9712 132.9712 132.9712 66.4856 66.4856 66.4856 65.1559 67.8153 132.9712 132.9712 132.9712

9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108

49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563

3.7591 1.9080 2.8336 2.8336 2.8336 2.8336 68.0054 113.3424 113.3424 113.3424 56.6712 56.6712 56.6712 55.5378 57.8046 113.3424 113.3424 113.3424

9.9108

49.5563

113.3424 132.9712 1179.58007 1373.53137

inclinacion [°] 0 0 0 0 0 0 0 0 0 0 0 0.8750 1.7500 2.6250 3.5000 4.3750 5.2500 6.1250 7.0000 7.8750 8.7500 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108 9.9108

0 0 0 0 0 0 0 0 0 0 0

direccion [°] 0 0 0 0 0 0 0 0 0 0 0 4.3752 8.7504 13.1256 17.5008 21.8760 26.2512 30.6264 35.0016 39.3768 43.7520 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563 49.5563

∆N/S [ft]

∆E/W [ft]

0.1908 0.5690 0.9376 1.2901 1.6203 1.9223 2.1902 2.4187 2.6026 2.7372 3.7491 1.9136 2.8418 2.8418 2.8418 2.8418 68.2024 113.6707 113.6707 113.6707 56.8353 56.8353 56.8353 55.6986 57.9720 113.6707 113.6707 113.6707 113.6707 1181.5822

0.0073 0.0655 0.1812 0.3532 0.5797 0.8582 1.1857 1.5586 1.9727 2.4234 3.9628 2.2385 3.3243 3.3243 3.3243 3.3243 79.7827 132.9712 132.9712 132.9712 66.4856 66.4856 66.4856 65.1559 67.8153 132.9712 132.9712 132.9712 132.9712 1371.6932

0 0 0 0 0 0 0 0 0 0 0

Propiedades Reológicas del Lodo por Etapa

Etapa Primera Segunda Tercera Cuarta

ensidad [gc 19 24 32 37

8 12 17 24

34 44 50 59

57 74 84 100

1.1 1.45 1.65 1.95

Yp=θ 300-Vp 300=Yp+Vp Vp=θ 600-θ300 θ600=Vp+θ300

Primer Etapa

RPM

V [¨1/s]

θ

0 3 100 300 600

0 8 19 34 57

0 5.109 170.3 510.9 1021.8

[lb/100 ft^2µ [cp] 0 #DIV/0! 8.536 799.784271 20.273 56.9846293 36.278 33.9908315 60.819 28.4923147

Segunda Etapa

RPM

V [¨1/s]

θ

0 3

0 12

0 5.109

100 300 600

24 44 74

170.3 510.9 1021.8

[lb/100 ft^2µ [cp] 0 #DIV/0! 12.804 1199.67641

25.608 46.948 78.958

71.9805844 43.9881349 36.9900225

Tercera Etapa

RPM

V [¨1/s]

θ

0 3 100 300 600

0 17 32 50 84

0 5.109 170.3 510.9 1021.8

[lb/100 ft^2µ [cp] 0 #DIV/0! 18.139 1699.54158 34.144 95.9741125 53.35 49.9865169 89.628 41.9886742

Cuarta Etapa

RPM

V [¨1/s]

θ

0 3 100 300 600

0 24 37 59 100

0 5.109 170.3 510.9 1021.8

[lb/100 ft^2µ [cp] 0 #DIV/0! 25.608 2399.35281 39.479 110.970068

62.953 106.7

58.98409 49.9865169

Pr mera Etapa ] 2 ^ t t f 0 0 1 / b l [ e t r o c e d o z r e u f s E

180 160 140 120 100

Laborat

80

Bingha

60

Potenci

40

Potenci

20 0

0

200

400

600

800

1000

1200

Velocidad de cizalla [s^-1]

Caidas de presión Etapa

Datos:

1 BNA Tp

TP 16"

OD[in]

6.625

ID [in]

Etapa

5.901

Vp

23

Yp r [gcc]

1.1

Q [gpm]

500

L [ft] ∆P [psi]

16.3018767

Datos:

2 BNA

11

650

TP 12.25"

TR OD [in]

13.375

conductora ID[in]

12.715

Tp OD[in]

5.5

ID [in]

4.67

Vp

30

Yp r [gcc]

14 1.45

Q [gpm]

500

L [ft] ∆P

Etapa

[psi]

Datos:

3 BNA TR OD[in] Superficial ID[in]

5.86553137 ft/s

3800 234.1516 TP 12.25" 10.75 9.85

9.36536763 ft/s

Tp OD[in]

5

ID [in]

4

Vp

55

Yp r [gcc]

Etapa

12.7655229 ft/s

34 1.65

Q [gpm]

500

L [ft] ∆P [psi]

9900 1631.98545 TP

Datos:

4 BNA

12.25" 5.5 4.67

TR OD [in] Intermedia ID[in] Tp OD[in]

4.5

ID [in]

3.5

Vp

65

Yp r [gcc]

13.3386688 ft/s

41 1.95

Q [gpm]

400

L [ft] ∆P [psi]

14500 1911.64495

Caida de presion Flujo Anular Etapa

TP

Datos:

1 BNA [in]

16 6.625 5.901

Tp OD[in] ID [in] Vp

23

Yp r [gcc]

11 1.1

Q [gpm]

500

L [ft] ∆P

[psi]

D2^2-D1^2 Etapa

650 0.00621956 212.109375

BNA

TP 12.25

TR OD [in]

13.375

Datos:

2

conductora ID[in]

12.715

Tp OD[in]

5.5

ID [in]

4.67

Vp

30

Yp

14

[gcc] Q [gpm]

1.45

r

0.96293889 ft/s

500

1.55415053 ft/s

3800

L [ft] ∆P

0.2010

[psi]

131.4212

D2^2-D1^2 Etapa

3

BNA

TP 12.25"

TR OD[in]

10.75

Datos:

9.85

Superficial ID[in] Tp OD[in]

5

ID [in]

4

Vp

55

Yp r [gcc] Q [gpm]

34 1.65

L [ft]

9900

∆P

500 4.07834302

[psi]

72.0225

D2^2-D1^2 Etapa

4

TP 12.25"

Datos:

BNA TR OD [in]

5.5

Intermedia ID[in]

4.67

Tp OD[in]

4.5

ID [in]

3.5

Vp

65 41

Yp

1.95 r [gcc] Q [gpm]

400

L [ft]

14500

∆P

471112.371

[psi]

1.5589

D2^2-D1^2

Etapa 1

DCE

2

DEC

12.1045229

3

DEC

13.7808771

4

DEC

641.094596

Etapa 1 2 3

2.83589664 ft/s

DensidadEquivalente 9.18215396

Perdida de presión en la Barrena ∆B ∆B ∆B

30701.0312 51219.263 46051.5468

104.816661 ft/s

4

∆B

19592.8399

scosidad (se 37 48 55 65

Vp (cp)

Yp (lb/100ft2)Só lidos (%V)

23 30 34 41

11 14 16 18

RPM

10 19 25 33

V[¨1/s] 0 3 100 300 600

RPM

0 5.109 170.3 510.9 1021.8

V[¨1/s] 0 3

RPM

Método de Bingham µ [cp] [lb/100 ft^2 0 14.938 5.109 1430 15.2581863 170.3 510.9 1021.8

100 300 600 V[¨1/s] 0 3 100 300 600

RPM

0 5.109 170.3 510.9 1021.8

V[¨1/s] 0 3 100 300 600

Método de Bingham µ [cp] [lb/100 ft^2 11.737 11 1123 11.9824762 11.23 56 19.9195398 18.6666667 34 36.2846195 34 28.5 60.8322391 57

72 25.6108781 44 46.9566342 37 78.9752684

RPM 0 3

24 44 74

100 300 600

Método de Bingham µ [cp] [lb/100 ft^2 17.072 16 1634 17.4348779 16.34 82 29.1679285 27.3333333 50 53.3597854 50 42 89.6475708 84

59 62.9648001 50 106.7236

0 3 100 300 600

14 14.3

Método de Bingham µ [cp] [lb/100 ft^2 0 19.206 18 5.109 1841 19.643588 18.41 170.3 95 33.7922667 31.6666667 510.9 1021.8

RPM

59 100

RPM 0 3 100 300 600

RPM 0 3 100 300 600

Segunda Etapa ] 2 ^ t t f 0 0 1 / b l [ e t r o c e d o z r e u f s E

orio

as as Modificado

250 200 150

Laboratorio Bingham

100

Potencias 50

0

Potencias Mo

0

200

400

600

800

1000

1200

Velocidad de cizalla [s^-1]

En Tperforación

Nre=

16374.9362

8692.0729

0.06161884 psi/ft

0.02507981 psi/ft

16.3018767 psi

234.151608 psi

11866.1822

0.16484701 psi/ft

1631.98545 psi

10849.0809

0.24859992 psi/ft

3604.6988 psi

61725.1994

9.5686E-06 psi/ft

0.00621956 psi

62379.8606

5.2888E-05 psi/ft

0.20097539 psi

38718.5342

0.00041195 psi/ft

4.07834302 psi

30974.8273

32.4905083 psi/ft

471112.371 psi

V [¨1/s] 0 5.109 170.3 510.9 1021.8

V [¨1/s]

n

k

V [¨1/s] 0 5.109 170.3 510.9 1021.8

59.3638277 43.9816844 36.3993169

21.119522 46.9413204 77.6974335

Ley de Potencias µ [cp] [lb/100 ft^2 n k #DIV/0! 0 0 0.72549589 0.54202807 176.928396 1.88834344 1.76976892 67.5711113 24.0393793 22.5298775 49.9792017 53.3424254 49.992901 41.3195271 88.20004 82.6617057

58.9753153 49.1764553

62.9439097 104.971321

0 3 100 300 600

RPM 0 3

19.7933665 43.9937399 72.8185881

Ley de Potencias µ [cp] [lb/100 ft^2 n k 0 #DIV/0! 0 0 0.73785652 0.59214216 5.109 197.222848 2.1049446 1.97276907 170.3 78.6582892 27.9837998 26.2266165

510.9 1021.8

RPM

0 0.72255492 0.37540155 1.21985344 15.3699053 33.9951923 56.0955237

Ley de Potencias µ [cp] [lb/100 ft^2 n k 0 #DIV/0! 0 0 0.72700852 0.47250631 5.109 154.616137 1.65020639 1.54658518

170.3 510.9 1021.8

V [¨1/s]

Ley de Potencias µ [cp] [lb/100 ft^2 #DIV/0! 0 121.951917 1.30158363 46.0970805 16.3996889 33.9858767 36.2728701 28.040076 59.8539238

58.9914805 98.3798694

100 300 600 RPM 0 3 100 300 600

RPM 0 3 100 300 600

Tercera Etapa

dificado

] 2 ^ t t f 0 0 1 / b l [ e t r o c e d o z r e u f s E

300 250 200 Laboratorio 150

Bingham

100

Potencias Potencias Modificado

50 0

0

200

400

600

800

Velocidad de cizalla [s^-1]

1000

1200

V [¨1/s] 0 5.109 170.3 510.9 1021.8

V [¨1/s]

n

k

8 0.24681099 27.3243069 48.8671398 105.104076 135.349203 159.110188

Ley de Potencias Modificado µ [cp] [lb/100 ft^2 n k 0 #DIV/0! 12.804 12 0.19777671 44.4017725 5.109 7328.44543 78.2159459 73.3045416

170.3 510.9 1021.8

V [¨1/s] 0 5.109 170.3 510.9 1021.8

V [¨1/s]

Ley de Potencias Modificado µ [cp] [lb/100 ft^2 # DIV/0! 8.536 4885.37489 52.1412381 315.225825 112.146049 135.312114 144.4176 79.5332936 169.77057

403.852047 164.376385 93.382727

143.676082 175.437678 199.333362

Ley de Potencias Modificado µ [cp] [lb/100 ft^2 #DIV/0! 18.139 10382.1558 110.807967 541.46359 192.633337 216.34159 230.899749 121.453212 259.252196

134.654248 164.421441 186.816647

n

k

17 0.18047859 64.7038963 103.850016 180.537335 216.400889 242.973005

Ley de Potencias Modificado µ [cp] [lb/100 ft^2 n k 0 #DIV/0! 25.608 24 0.12350975 100.248383 5.109 14658.0514 156.444278 146.620692 170.3 639.075979 227.360326 213.083717

510.9 1021.8

240.496579 129.924017

256.680187 277.333849

240.5625 259.919259

Cuarta Etapa ] 2 ^ t t f 0 0 1 / b l [ e t r o c e d o z r e u f s E

300 250 200 Laboratorio 150

Bingham

100

Potencias Potencias Modificado

50 0

0

200

400

600

800

Velocidad de cizalla [s^-1]

1000

1200

Cementaciones Etapa Primera Segundo Tercera Cuarta

amarre

llenado

[gcc]

[gcc]

1.19 1.46 1.8 2.02

_ 1.27 1.71 1.89

a) Cálculo de Rendimiento y Requerimiento de agua

Primera Etapa Amarre Peso lbm/saco Cemento Agua Total

Vol. Absoluto gal/lbm 110.1321586 361.3015303 471.4336888

0.038 0.120048019

=

9.9127

Rendimiento= Requerimiento=

47.55855507 43.37353304

Segunda Etapa Amarre

Cemento Agua Total

Peso lbm/saco

Vol. Absoluto gal/lbm

110.1321586 128.7712124 238.903371

0.038 0.120048019

= Rendimiento= Requerimiento=

12.1618 19.64375101 15.45872898

Tercera Etapa Amarre

Cemento Agua Total

Peso lbm/saco

Vol. Absoluto gal/lbm

110.1321586 59.22742291 169.3595815

0.038 0.120048019

= Rendimiento= Requerimiento=

14.994 11.29515683 7.110134803

Cuarta Etapa Amarre Peso lbm/saco Cemento Agua Total

Vol. Absoluto gal/lbm 110.1321586 38.93379114 149.0659497

0.038 0.120048019

=

16.8266

Rendimiento= Requerimiento=

8.858946533 4.673924506

b) Volumen total de lechada de Amarre y de Llenado, Masa de Cemento

Etapa

TR

Primera Segunda Tercera Cuarta

Conductora Superficial Intermedia Explotación

Profundidad [ft] 650 3800 9900 14500

DATO Etapa

Amarre Llenado

Rendimiento [gal/sacol] Requerimiento [gal/saco] Rendimiento[gal/saco] Requerimiento [gal/saco]

Primera 47.55855507 43.37353304

Primera Etapa Capacidad[lts/m]

Longitud[ft]

81.91880971 81.91880971 129.7152

535.1706 98.42519685 16.40419948

39

Volumen de desplazamiento Volumen total de Amarre Volumen total de Llenado

321.8626655

13362.59615 18959 ------

Masa de Cemento

105.3219241 5.266096207

Volumen de Agua

17290.57628

Segunda Etapa Capacidad[lts/m]

Longitud[ft]

49.16130075 49.16130075 76.03666875 17.48115 17.48115 23.36329096

3701.574803 98.42519685 16.40419948 1550.3938 1599.606299 485.9580052

Volumen de desplazamiento Volumen total de Amarre Volumen total de Llenado

55465.74596 12708 1/4 14540.613

Masa de Cemento de Amarre

170.921 8.546042311

Volumen de Agua para L. Amarre

10000.79906

Masa de Cemento de Llenado

114.7884902 5.739424511

Volumen de Agua para L. Llenado

12722.32792

Tercera Etapa Capacidad[lts/m]

Longitud[ft]

21.80512512 21.80512512 45.729675 403.9982438 15.29600625 18.727632

9979.448163 98.42519685 16.40419948 3554.776247 2624.671916 2159.580052

Volumen de desplazamiento Amarre Volumen total de Llenado Masa de Cemento de Amarre

66325.4297 570001 28235.12299 13332.678 666.6339226

Volumen de Agua para L. Amarre

358807.179

Masa de Cemento de Llenado

586.1380246 29.30690123

Volumen de Agua para L. Llenado

18950.51593

Cuarta Etapa Capacidad[lts/m]

Longitud[ft]

11.05056963 11.05056963 21.408075 6.0804 6.0804 6.47745012

14557.771 98.42519685 16.40419948 3265.986877 1312.335958 8437.453412

Volumen de desplazamiento Volumen total de Amarre Volumen total de Llenado

49033.6826 8339.404 19820.09837

Masa de Cemento de Amarre

248.706 12.43532287

Volumen de Agua para L. Amarre

4399.817255

Masa de Cemento de Llenado

515.7600224 25.78800112

Volumen de Agua para L. Llenado

11650.30057

c) Determinar Volumen de desplazamiento, el volumen del bac he lavado Etapa

Vol de Desplazamiento [lts]

Primera Segunda Tercera Cuarta

13362.59615 55465.74596 66325.4297 49033.6826

d) Diagnosticar si se lava la zapata en condiciones propuestas de la Etapa Etapa Primera

Segunda

Tercera

Densida Amarre [gcc] Llenado [gcc] Etapa [gcc] Amarre [gcc] Llenado [gcc] Etapa [gcc] Amarre [gcc] Llenado [gcc]

Cuarta

Etapa [gcc] Amarre [gcc] Llenado [gcc] Etapa [gcc]

Gasto de Bombeo [bpm] 3 4 4 5

Exceso [%] 100 30 30 30

Longitud de Seguridad [m] _ 50 500 500

Vol.Total gal/saco 4.185022026 43.37353304 47.55855507 lb/gal gal/saco gal/saco

Llenado Vol.Total gal/saco 4.185022026 15.45872898 19.64375101

Cemento Agua Total

Vol.Total gal/saco

110.1321586 0.038 4.18502203 243.9199706 0.12004802 29.2821093 354.0521292 33.4671313

=

lb/gal gal/saco gal/saco

Vol. Absoluto gal/lbm

Peso lbm/saco

Rendimiento= Requerimiento=

10.5791 lb/gal 33.4671313gal/saco 29.2821093gal/saco

Llenado

Vol.Total gal/saco

Vol. Absoluto gal/lbm

Peso lbm/saco Cemento Agua Total

4.185022026 7.110134803 11.29515683

110.1321586 71.154154 181.2863126

0.038 4.18502203 0.12004802 8.54191525 12.7269373

=

lb/gal

Rendimiento= Requerimiento=

gal/saco gal/saco

Vol.Total gal/saco

14.2443 lb/gal 12.7269373gal/saco 8.54191525gal/saco

Llenado Vol.Total gal/saco

Vol. Absoluto gal/lbm

Peso lbm/saco Cemento Agua Total

4.185022026 4.673924506 8.858946533

110.1321586 49.71283968 159.8449983

=

lb/gal

Rendimiento= Requerimiento=

gal/saco gal/saco

Vol.Total gal/saco

0.038 4.18502203 0.12004802 5.96792793 10.15295 15.7437 lb/gal 10.15295gal/saco 5.96792793gal/saco

volumen de Agua DATOS OD [pg]

ID [pg]

Bna [pg]

13.375 10.750 7.750 5.500

12.715 9.85 6.56 4.67

16 12.25 9.5 6.5

Segunda

Tercera

Cuarta

19.64375101 15.45872898 33.46713135 29.28210932

11.29515683 7.110134803 12.72693727 8.541915246

8.858946533

Longitud [ m]

Volumen [ lt]

163.1199989 30 5

13362.59615 2457.564291 648.576

4.673924506 10.15294996 5.967927932

MD [ft] 650 3800

9987.336919 14657.06248

Exceso [%]

Longitud de Seguridad [m]

100 30 30

_ 50 500

30

500

163.1199989 Volumen Total=

lts lts lts

6373 1/3 22842

lts

Exceso 100%

sacos toneladas

1 saco= 50 kg 1 tonelada= 1000 kg

lts

Longitud [ m] 1128.24 30 5 472.5600302 487.56 148.12 Volumen Total

lts lts lts

Dato Extra:

Volumen [ lt] 55465.74596 1474.839023 380.1833438 8260.892773 8523.109494 3460.570657 77565.34125 lts

Nivel de Amarre

2249.6062 ft 685.67997 m

Exceso 30% Exceso 30%

sacos toneladas lts sacos toneladas lts

Longitud [ m] 3041.7358 30 5 1083.4958 800 658.24 Volumen Total:

Volumen [ lt] 66325.4297 654.1537536 228.648375 437730.4003 12236.805 12327.27649 529502.7136 lts

lts lts sacos toneladas

Dato Extra: Exceso 30% Exceso 30%

Nivel de Amarre:

1958.24 m

lts sacos toneladas lts

Longitud [ m] 4437.2086 30 5 995.4728 400 2571.7358 Volumen total:

Volumen [ lt] 49033.6826 331.5170889 107.040375 6052.872813 2432.16 16658.29037 74615.56324 Dato Extra: Nivel de Amarre:

lts lts lts

Exceso 30% Exceso 30%

sacos toneladas lts sacos toneladas lts

r y el tiempo total de la operación de cada etapa Vol de bache lavador [lts]

Gasto de Bombeo [bpm]

-----1168.164548 9363.816 3238.72506

3 4 4 5

des

Tiempo total [min] 142.9223982 130.0543977 1044.907971 97.09834616

Presión In terna Presión Externa Lavada d e Za pata 1.19 ----1.1 1.46 1.27 1.45 1.8 1.71

Si 305.9177022

276.0283997

2388.601656

2207.301269

7213.612708

5749.56185

Si

Si

3471.7358 m

1.65 2.02 1.89 1.95

Si 12390.10893

12019.36359