Download PDF by M. J. Economides: A Practical Companion to Reservoir Stimulation
By M. J. Economides
This workbook is a realistic spouse to the second one variation of the textbook Reservoir Stimulation. the 2 books are meant for use jointly. This new quantity can be quite priceless for the learning of latest engineers and petroleum engineering scholars, because it includes nearly a hundred difficulties and their ideas, plus a long bankruptcy giving facts valuable for designing a stimulation therapy. Chapters are incorporated containing sensible difficulties on reservoir and good concerns, rock mechanics, fracturing fluids and proppants, fracture calibration remedies, layout and modeling of propped fractures, evaluate of fracture remedies, layout of matrix remedies, diversion and therapy assessment, layout and function of acid fractures and stimulation of horizontal wells. those chapters are classified with letters from A to J to differentiate them from their better half chapters in Reservoir Stimulation. Equations, figures and tables from the textbook are spoke of within the workbook yet aren't reproduced.
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Additional resources for A Practical Companion to Reservoir Stimulation
5h). 20 (B-23) In both Eqs. B-22 and B-23, the inverse cosine must be entered in degrees. Table B-3 is a summary of fracture height migration, both upward (from the base of the reservoir) and downward (from the top of the reservoir), and the corresponding net pressures. Finally, Fig. B-3 is a graph of net pressure, Ap, for both upward and downward fracture height migration. The quantity Ahuimplies migration above the top of the reservoir; Ahd 80 30 I 277 90 323 430 I I I 370 140 433 578 120 180 473 630 150 210 492 656 200 260 514 685 Table B-3-Net pressure required for upward and downward fracture height migration for Example B-6.
2-14, To calculate Biot’s poroelastic constant, the total and bulk compressibilities are required. C, Since no information was given on reservoir pressure, then c, = 10-5psi +3x (B-9) Table B-1-Formation data for Example B-2. B-3 PRACTICAL COMPANION T O RESERVOIR STIMULATION EXAMPLE B-3 EXAMPLE B-4 Calculation of Horizontal Stresses Critical Depth for Horizontal vs. Vertical Hydraulic Fractures Calculate the minimum horizontal stress at 10,000 ft depth for a formation with the properties used in Example B-2.
Solution (Ref. 1) From Eq. 7) ( ~ 71. 5 x andp, (from Fig. 23. Then, from Eq. 8-6, q h = 160 STB/d, and from Eqs. 8-7 and 8-8, qvon,l = 261 STB/d. Finally, from Eq. 8-9, [ = 10. 2 pwf 4700 Since A = 320 acres, the side of the square is 3734 ft, and the reservoir half-length is 1867 ft, which can contain the designed fracture half-length. Thus, Fig. 8-2 for FcD = 10 can be used for the forecast. Fort = 10 days, the dimensionless time can be calculated from Eq. 245 - ,’I. 7 x lo-* andp, (from Fig.
A Practical Companion to Reservoir Stimulation by M. J. Economides