menjelaskan tentang karakteristik-karakteristik yang ada di reservoir minyak dan gasFull description
Reservoir Engineering
Materi tentang Teknik ReservoirFull description
karakterisasi reservoirDeskripsi lengkap
geomechanic guidelinesFull description
Geomechanics in Shale Gas DevelopmentFull description
Full description
Reservoir Geomechanics In situ stress and rock mechanics mechanics applied applied to reservoir reservoir processes processes
Mark D. Zoback Professor of Geophysics
Week 1 – Lecture 2 The Tectonic Stress Field
Outline Section 1 • Basic Definitions • Anderson s Stress Classification Scheme • Stress Orientations Near Salt Domes ’
Section 2 • Stress Magnitudes at Depth • HW -1 Calculating S v Section 3 • Measuring In-Situ Stress • Regional Stress Patterns • Local Stress Perturbations 2
Outline Section 1 • Basic Definitions • Anderson s Stress Classification Scheme • Stress Orientations Near Salt Domes ’
Section 2 • Stress Magnitudes at Depth • HW -1 Calculating S v Section 3 • Measuring In-Situ Stress • Regional Stress Patterns • Local Stress Perturbations 2
Figure 1.1 – pg.6
3
Components of a Geomechanical Model Principal Stresses at Depth Sv – Overburden SHmax – Maximum horizontal principal stress Shmin – Minimum horizontal horizontal principal stress
Sv
Additional Components Components of a Geomechanical Model UCS Pp
SHmax and Shmin in strike-slip domain Shmin in extensional domain
180
270
0
90
180 9-2
6
Complex Stress State Surrounding Salt Domes
7
Salt Bodies in the Gulf of Mexico
Figure 1.10a – pg.25 8
Schematic Stress Contours
Figure 1.10b – pg.25 9
Anderson Classification of Relative Stress Magnitudes Sv
Normal
Shmin SHmax a.
Strike-Slip
Sv > SHmax > Shmin Sv
SHmax Shmin SHmax > Sv > Shmin Sv Reverse
b.
Tectonic regimes are defined in terms of the relationship between the vertical stress (S v) and two mutually perpendicular horizontal stresses (SHmax and Shmin)
SHmax Shmin c.
SHmax > Shmin > Sv 10
Relative Stress Magnitudes and Faulting Regimes
Regime /Stress
S1
S2
S3
Normal
Sv
SHmax
Shmin
Strike-Slip
SHmax
Sv
Shmin
Reverse
SHmax
Shmin
Sv
Table 1.1 – pg.8
11
Anderson 1 – Faulting Styles
Sv
Normal
SHmax
Shmin
"
Shmin
! hmin
SHmax a.
Strike-Slip
Sv > SHmax > Shmin Sv
Normal
! v
SHmax
Shmin
X
SHmax Shmin Strike-slip
SHmax > Sv > Shmin Sv Reverse
b.
SHmax
Shmin
! Hmax
SHmax Shmin c.
SHmax > Shmin > Sv
Reverse Map View
! v
Cross-section
Stereonet 12
Anderson 1 – Faulting Styles
Normal
Sv
SHmax
Shmin
"
Shmin
Geologic Structures Reflect Either Normal Sv > SHmax > Shmin a. Past Sor Current SStressS Fields (or Both) Strike-Slip but X S In This Class We are Almost Always S Strike-slip b. Going SHmax v > Shmin to > Sbe Interested in the Current Stress State ! hmin
Range of Stress Magnitudes at Depth Hydrostatic Pp
Figure 1.4 a,b,c – pg.13 22
Range of Stress Magnitudes at Depth Overpressure at Depth
Figure 1.4 d,e,f – pg.13 23
Calculating the Vertical Stress, S v z
SV(z) =
! !(z)gdz ~ !- gz 0
Considering water depth in offshore areas
z
Sv(z) = !wgzw +
! !(z)gdz ~ ! gz + !g(z-z ) 0
-
w
w
w
Equation (1.6) – pg. 9
24
Visund Field, Northern North Sea
25
Anderson Classification of Relative Stress Magnitudes Sv
Normal
Shmin SHmax a.
Strike-Slip
Sv > SHmax > Shmin Sv
SHmax Shmin SHmax > Sv > Shmin Sv Reverse
b.
SHmax
Hydraulic Fractures Always Propagate Perpendicular to the Least Principal Stress, S3 In 1948, HF Orientations Were Hotly Debated, Were They Horizontal, Vertical, Radial?
Shmin c.
SHmax > Shmin > Sv 26
Anderson Classification of Relative Stress Magnitudes Sv
Normal
Shmin SHmax a.
Strike-Slip
Sv > SHmax > Shmin Sv
SHmax Shmin
Hydraulic Fractures Always Propagate Perpendicular to the Least Principal Stress, S3 What Happens when Shmin ~ Sv?
SHmax > Sv > Shmin Sv Reverse
b.
(SS/RF Stress Field) SHmax Shmin c.
SHmax > Shmin > Sv 27
Visund Field, Northern North Sea
28
Determining Overburden Stress from Density
Figure 1.3 – pg.11
29
Outline Section 1 • Basic Definitions • Anderson s Stress Classification Scheme • Stress Orientations Near Salt Domes ’
Section 2 • Stress Magnitudes at Depth • HW -1 Calculating S v Section 3 • Measuring In-Situ Stress • Regional Stress Patterns • Local Stress Perturbations 30