Research Article
Optimal Inflow Performance Relationship Equation for Horizontal and Deviated Wells in Low-Permeability Reservoirs
Table 3
Fitting values of undetermined parameters of inflow performance equations for different types of inclined wells.
| Type | Parameter | Inclination angle | 0° | 15° | 30° | 45° | 60° | 75° | 85° | 88.56° | 90° |
| 1 | Equation | | | 0.99981 | 0.99980 | 0.99691 | 0.99455 | 0.99257 | 0.99152 | 0.99151 | 0.99141 | 0.98845 | | 0.20080 | 0.22095 | 0.12536 | 0.02214 | -0.05487 | -0.100230 | -0.11199 | 0.11411 | -0.20545 | | 0.79883 | 0.77832 | 0.86818 | 0.96632 | 1.03951 | 1.08287 | 1.09417 | 1.09639 | 1.18182 | | 1.00000 | 1.00000 | 0.99996 | 0.99986 | 0.99976 | 0.99970 | 0.99969 | 0.99970 | 0.99943 |
| 2 | Equation | | | 0.99998 | 1.00006 | 1.00040 | 1.00079 | 1.00087 | 1.00084 | 1.00095 | 1.00086 | 1.00136 | | 0.20447 | 0.22677 | 0.19835 | 0.14755 | 0.10807 | 0.08101 | 0.07164 | 0.06974 | 0.03726 | | 0.79546 | 0.77296 | 0.80146 | 0.85221 | 0.89170 | 0.91867 | 0.92781 | 0.92983 | 0.96297 | | 2.00612 | 2.01001 | 2.12511 | 2.20695 | 2.26093 | 2.28354 | 2.28453 | 2.28418 | 2.37119 | | 1.00000 | 1.00000 | 1.00000 | 0.99999 | 0.99999 | 0.99999 | 0.99999 | 0.99999 | 0.99999 |
| 3 | Equation | | | 0.97383 | 0.97125 | 0.97901 | 0.98918 | 0.99729 | 1.00252 | 1.00412 | 1.00440 | 1.01443 | | 1.07623 | 1.08297 | 1.03468 | 0.98651 | 0.95291 | 0.93416 | 0.92877 | 0.92869 | 0.88890 | | 0.99873 | 0.99845 | 0.99926 | 0.99983 | 0.99996 | 0.99989 | 0.99986 | 0.99984 | 0.99928 |
| 4 | Equation | | | 0.99983 | 1.00005 | 0.99893 | 0.99812 | 0.99722 | 0.99668 | 0.99719 | 0.99727 | 0.99537 | | 0.20105 | 0.22471 | 0.15410 | 0.06921 | 0.00311 | -0.03811 | -0.04439 | -0.04432 | -0.12852 | | 0.79864 | 0.77528 | 0.84536 | 0.92983 | 0.99547 | 1.03633 | 1.04371 | 1.04430 | 1.12610 | | 1.00021 | 1.00311 | 1.02495 | 1.04322 | 1.05571 | 1.06141 | 1.06741 | 1.06974 | 1.08173 | | 1.00000 | 1.00000 | 0.99999 | 0.99998 | 0.99996 | 0.99995 | 0.99995 | 0.99995 | 0.99990 |
| 5 | Equation | | | 1.00010 | 0.99997 | 0.99994 | 1.00005 | 0.99986 | 0.99990 | 0.99982 | 0.99983 | 1.00001 | | 0.20626 | 0.22125 | 0.17161 | 0.10591 | 0.05577 | 0.03011 | 0.01329 | 0.01690 | -0.02625 | | 0.78106 | 0.78794 | 0.75557 | 0.76221 | 0.77188 | 0.75318 | 0.79508 | 0.76495 | 0.73091 | | 0.01865 | -0.02681 | 0.05808 | 0.10548 | 0.13423 | 0.19600 | 0.14161 | 0.19716 | 0.26321 | | -0.00583 | 0.01748 | 0.01457 | 0.02622 | 0.03788 | 0.02040 | 0.04953 | 0.02040 | 0.03205 | | 1.00000 | 1.00000 | 1.00000 | 1.00000 | 1.00000 | 1.00000 | 1.00000 | 1.00000 | 1.00000 |
| 6 | Equation | | | 1.28731 | 1.29955 | 1.25344 | 1.19596 | 1.17106 | 1.15712 | 1.15336 | 1.13851 | 1.13049 | | 0.26947 | 0.28265 | 0.23318 | 0.17532 | 0.14796 | 0.13282 | 0.12868 | 0.11810 | 0.10358 | | 1.57272 | 1.53367 | 1.68847 | 1.92981 | 2.07920 | 2.17630 | 2.20507 | 2.28252 | 2.40374 | | 0.99911 | 0.99920 | 0.99909 | 0.99888 | 0.99864 | 0.99844 | 0.99838 | 0.99824 | 0.99806 |
| 7 | Equation | | | 1.00002 | 0.99999 | 0.99998 | 1.00000 | 0.99997 | 0.99998 | 0.99998 | 0.99998 | 0.99998 | | 0.19009 | 0.27680 | 0.17409 | 0.07000 | 0.07535 | 0.02221 | 0.02088 | -0.00095 | -0.03362 | | 1.05611 | -0.37791 | 0.74178 | 1.55253 | 0.44541 | 1.04504 | 0.80697 | 1.37156 | 0.86277 | | 14.00211 | -58.99156 | 0.82784 | 49.58385 | -16.13077 | 23.18914 | 8.04119 | 46.75339 | 7.29149 | | -13.5795 | 57.24579 | -0.67021 | -47.55929 | 15.81206 | -21.89913 | -7.28745 | -44.3826 | -6.80887 | | -0.82033 | 3.54701 | -0.11652 | -3.40044 | 0.96540 | -1.79647 | -0.83814 | -3.61157 | -0.39675 | | 0.15156 | -0.70018 | 0.04292 | 0.75325 | -0.16753 | 0.43915 | 0.25641 | 0.87007 | 0.08486 | | 1.00000 | 1.00000 | 1.00000 | 1.00000 | 1.00000 | 1.00000 | 1.00000 | 1.00000 | 1.00000 |
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