The SPE Foundation through member donations

Slides:



Advertisements
Similar presentations
Chapter 12 Earthquakes.
Advertisements

2012 Williston Basin Petroleum Conference
Coalbed Methane Extraction in the Sydney Basin Gas and Coal Outburst Seminar November 20, 2002.
Distribution of Microcracks in Rocks Uniform As in igneous rocks where microcrack density is not related to local structures but rather to a pervasive.
1 MODELING OF HYDRAULIC FRACTURES. 2 HYDRAULIC FRACTURES Hydraulic fracturing can be broadly defined as the process by which a fracture initiates and.
Lesson 5 Representing Fields Geometrically. Class 13 Today, we will: review characteristics of field lines and contours learn more about electric field.
Joints and Shear Fractures
Geologic Analysis of Naturally Fractured Reservoirs 2nd Edition, R. A
Chapter 7 Energy of a System.
Principal Investigators: Ding Zhu and A. D. Hill
SHEAR IN BEAMS. SHEAR IN BEAMS Introduction Loads applied to beams produce bending moments, shearing forces, as shown, and in some cases torques. Beams.
DISLOCATION MOVEMENT.
Chapter 9 Static Equilibrium; Elasticity and Fracture
International Shale Development Optimization
Perforating Requirements for Fracture Stimulation
1. Two long straight wires carry identical currents in opposite directions, as shown. At the point labeled A, is the direction of the magnetic field left,
Chapter 7 Energy of a System. Introduction to Energy A variety of problems can be solved with Newton’s Laws and associated principles. Some problems that.
Chapter 7 Energy of a System.
The Laws of Motion Newton’s Three Laws of Motion:
Introduction Introduction to Brittle Deformation.
Lecture 22: The mechanism of plastic deformation, part 2
Effects of Natural Fracture Reactivation during Hydraulic Fracturing of the Barnett Shale, Fort Worth Basin TX Seth Busetti October 2010 ConocoPhillips.
Two loading Conditions
Lecture TWO Lecture TWO Definition, Limits and Agents of Metamorphism.
Chapter 12 Lecture 22: Static Equilibrium and Elasticity: II.
Engineering Mechanics Statics. Introduction Mechanics - the physical science which describes or predicts the conditions of rest or motion of bodies under.
SPE What Factors Control Shale Gas Production Decline Trend: A Comprehensive Analysis and Investigation HanYi Wang, The University of Texas at Austin.
Materials Science Chapter 8 Deformation and Fracture.
Date of download: 6/26/2016 Copyright © ASME. All rights reserved. From: Numerical Simulation of Complex Fracture Network Development by Hydraulic Fracturing.
PHY 151: Lecture 7B 7.6 Potential Energy of a System 7.7 Conservative / Nonconservative Forces.
Primary funding is provided by The SPE Foundation through member donations and a contribution from Offshore Europe The Society is grateful to those companies.
CHAPTER 2 Mechanical Principles: Kinetics
UNIT-I THEORY OF METAL CUTTING
Lecture Outlines Physical Geology, 12/e
Section 6.4: How and Where Earthquakes Happen
Forces In Mountain Building
Shear in Straight Members Shear Formula Shear Stresses in Beams
Earthquakes Chapter 19.
Stress – Strain Relationships Credit: Modified from:
The SPE Foundation through member donations
Fields & Forces Coulomb’s law Q r q How does q “feel” effect of Q?
Dr. Omar S.M.J.Ali PhD Orthodontic
Elasticity Yasser Assran 27/10/2015.
3 Torsion.
SPE Horizontal Well Stimulation Workshop
Earthquakes DYNAMIC EARTH.
Seismic Wave Propagation
3 Torsion.
Chapter 7.
Dislocations Dislocations Dislocations
Material Properties and Forces
Devil physics The baddest class on campus IB Physics
Ch Earthquakes Earthquakes are caused gigantic fractures in the Earth’s crust, which produce ground vibrations. The pressure (force/area) acting.
Section 1: Forces Within Earth
Earthquakes.
Physical Properties of Rocks
Section 1: Forces Within Earth
Forces inside Earth Information Scale and Forecasting
Earthquakes.
Primary funding is provided by The SPE Foundation through member donations and a contribution from Offshore Europe The Society is grateful to those companies.
Physics 1 – Oct 27, 2017 Get out Forces p1-2 for Hmk check
12.1 Static equilibrium Static equilibrium: No net torque, no net force and no motion. Static equilibrium 12.2 Sample problem: a witch and a duck balance.
by John D. O. Williams, Mark W. Fellgett, and Martyn F. Quinn
Chapter 19 Earth Science Riddle
Mountain construction and destruction
Earthquakes.
Two charges, of equal magnitude but opposite sign, lie along a line as shown. What are the directions of the electric field at points A, B, C, and D?
Dr. Ali Daneshy Daneshy Consultants Int’l
Lecture Fluids.
SPEGC Northside Study Group “Unconventional Reservoir Horizontal, Multi-Stage Completion Design Optimization” Presented by Stephen Schubarth President.
Presentation transcript:

The SPE Foundation through member donations Primary funding is provided by The SPE Foundation through member donations and a contribution from Offshore Europe The Society is grateful to those companies that allow their professionals to serve as lecturers Additional support provided by AIME Society of Petroleum Engineers Distinguished Lecturer Program www.spe.org/dl April 2015

Chief Engineer, Oilfield Geomechanics LLC (OFG) Stress Shadows: How and Why They Affect Hydraulic Fracturing in Unconventional Shale Plays Neal Nagel, Ph.D. Chief Engineer, Oilfield Geomechanics LLC (OFG)

Stress Shadows & Hydraulic Fracturing - Nagel SPE DL Presentation Outline The Geomechanics of Hydraulic Fracturing Stress Changes from a Single Hydraulic Fracture Stress Changes from Multi-Stage Hydraulic Fractures and the Potential for Fracture Rotation Stress Shadows and Cluster Fracturing Stress Shadows and Naturally Fractured Shales Hydraulic Fracturing and Tip Shear Stresses Stress Shadows and Multi-Well Completions Conclusions Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Geomechanics and Hydraulic Fractures Generalized Hooke’s Law: (basic geomechanics) Where: e=Strain (DL/L)=normalized deformation s=Stress (Force/Area) E=Young’s modulus (Stiffness) Basic geomechanics says that, for an elastic material, deformation is proportional to stress divided by stiffness. In hydraulic fracturing, fracture width (deformation) is proportional to the net pressure (stressing the formation) divided by stiffness. But…. For Hydraulic Fracturing: e=s/E Where: w =Fracture width (deformation) L =Fracture half-length Dp =Net pressure x =Distance from wellbore Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Geomechanics and Hydraulic Fractures Generalized Hooke’s Law: (basic geomechanics) s=E/e Normalized Stress Increasing normalized distance from fracture face For Hydraulic Fracturing: ½ Fracture Just as stress causes deformation, deformation (i.e., fracture width) causes a change in the stress field. This was shown as early as 1946 by Sneddon and others. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

“Stress Shadows”: Single Hydr. Fracture The generation of fracture width causes a change in the stress field. Here, the simulated increase in the minimum horizontal stress (DShmin) – often called the “Stress Shadow” – is shown in cutaway view. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Shadows & Hydraulic Fracturing - Nagel SPE DL Stress Shadow Basics Just as hydraulic fracture width varies laterally and vertically, so does the magnitude and shape of the change in Shmin (Stress Shadow). Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

DShmin ~f(height) – Single Stage The magnitude and depth of the change in Shmin into the formation is controlled by width - f(net pressure) - and height (PKN-type fracture). Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Shadows = DShmin Unfortunately, the common perception that the “Stress Shadow” is just a change in Shmin is incorrect as all the principal stresses may change. Furthermore, shear stresses are generated as well. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Changes Around a Hydr. Fracture From original stresses (A), a fracture with small net pressure (B) shifts all principal stresses higher. If the net pressure is high enough (C), Shmin and Shmax may reverse. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Shadows from Dual Hydr. Fractures When multiple hydraulic fractures are generated from a single horizontal as shown, the Stress Shadows interact and combine. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Shmin Profiles – Dual Hydr. Fractures At close fracture spacing (A), there is combining of the change in Shmin for all heights. As the spacing increases (B), the combined increase is smaller until (C) there minimal stress interaction between fractures. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Shadows from Dual Hydr. Fractures When multiple hydraulic fractures are generated from a single horizontal, the Stress Shadows interact and combine; however, timing does play a role as shown. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Shadows Along the Wellbore Along the horizontal wellbore, the increase in Shmin will be determined by frac spacing and net pressure. For variable frac spacing (planned or not), the change in Shmin will be highly variable. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Shadows: ISIP Field Data It is difficult to get direct stress measurements along a horizontal, so ISIP is used as a reasonable analog. As shown, field ISIP data clearly confirm the generation of an increase in Shmin from toe to heel. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

On Potential Hydraulic Fracture Rotation Owing to the nature of hydraulic energy, hydraulic fractures propagate towards the path of least resistance. As the Stress Shadow from a hydraulic fracture causes a variable change in stress (above), subsequent fractures will tend to grow away from the 1st (right). Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Frac Rotation - Field Evidence Under certain conditions, the stress shadow will cause fracture rotation. What is the significance for MS evaluations?? This case from the Vaca Muerta suggests fracture rotation after the 4th frac stage (S4) Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Shadows and Cluster Fracturing Because of the prohibitive cost of pumping into each perforation cluster, multiple clusters are used per frac stage. If/when there is equal wellbore flow diversion, the Stress Shadow greatly influences hydraulic fracture growth. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Shadows and Cluster Fracturing “Limited Entry” is a concept by which the number and size of perforation is varied in order to achieve flow diversion within the wellbore. As shown, flow diversion (w/o LE is no diversion) significantly affects hydraulic fracture propagation from 3 and 4 cluster stages. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Shadows and Shale Plays As presented, the Stress Shadow responds to fracture width, which is a function of net pressure. Net pressure is related to the resistance to fracture propagation – as net pressure gets smaller, so does the Stress Shadow. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Stress Shadows and Natural Fractures When the natural fracture pattern is extensive and conductive, its orientation may dominate the flow of fluids during a hydraulic fracture stimulation (left). For a dominate natural fracture system not aligned with the stress field (right, above), the generated Stress Shadow (far right) becomes highly complex. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Hydraulic Fractures and Shear Stresses Hydraulic fractures also generate significant shear stresses along their leading edge; however, the dominate orientation of the shear stresses changes depending upon position along the edge. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Tip Shear Area and Nat. Frac. Orientation Because of the influence of natural fracture friction and the stress normal to it, some orientations of natural fractures are more prone to slip due to hydraulic fracture tip shear stresses. As shown, as natural fracture orientation varies from parallel (0°) to perpendicular (90°) to the fracture, the amount of rock sheared changes. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

DShmin Contours Ahead of the Tip Most hydraulic fractures propagate in tension, which means at the tip the earth compressive stresses must be overcome. Ahead of the actual fracture, the compressive stresses are reduced – which becomes an easier propagation path for approaching hydraulic fractures. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Tip Movement for Overlapping HFs The inset shows hydraulic fractures propagating from parallel wellbores in a Zipper configuration. The plot shows the tip position as a function of injection time. Initially, the fractures propagate inwards and outwards uniformly; however, at time T1 the tips sense the reduce stress region and accelerate towards each other. Then, at T2, the inner tips stop and all propagation is outwards due to Stress Shadows. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Zipper Frac Stress Shadows: Well#1, HF#2 Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

Conclusions and Comments Stress Shadows are a real and easily explained geomechanical effect of hydraulic fracturing. Colloquially, Stress Shadows are considered to be the change in Shmin; however, Stress Shadows include the change in SHmax and Sv as well as tip shear stresses. When hydraulic fractures are closely spaced, the increase in Shmin is additive. Because the change in Shmin is not simply planar, hydraulic fracture rotation is possible (particularly with high net pressures). Shear stresses are generated along the edge of a hydraulic fracture, which may serve to shear local natural fractures. Multi-well Stress Shadows are very complex and not easily predicted. Stress Shadows & Hydraulic Fracturing - Nagel SPE DL April 2015

The SPE Foundation through member donations Primary funding is provided by The SPE Foundation through member donations and a contribution from Offshore Europe The Society is grateful to those companies that allow their professionals to serve as lecturers Additional support provided by AIME Society of Petroleum Engineers Distinguished Lecturer Program www.spe.org/dl April 2015