By John R. Fanchi (Auth.)
ISBN-10: 0750675225
ISBN-13: 9780750675222
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Professor Fanchi's shared earth modeling technique is a state of the art simulation thought. ...I hugely suggest the e-book for multidisciplinary petroleum technological know-how graduate classes in geoscience and petroleum land administration, and for education different scientists and engineers now not schooled in petroleum engineering. - magazine of Petroleum technological know-how and Engineering, March 2004
Content:
Preface
, Page xi
Chapter 1 - creation to Shared Earth Modeling
, Pages 1-17
Chapter 2 - Geology
, Pages 18-32
Chapter three - Petrophysics
, Pages 33-51
Chapter four - good Logging
, Pages 52-68
Chapter five - Geophysics
, Pages 69-86
Chapter 6 - Fluid Properties
, Pages 87-107
Chapter 7 - Measures of Rock-Fluid Interactions
, Pages 108-132
Chapter eight - purposes of Rock-Fluid Interactions
, Pages 133-149
Chapter nine - Fluid stream Equations
, Pages 150-169
Chapter 10 - basics of Reservoir Characterization
, Pages 170-181
Chapter eleven - glossy Reservoir Characterization Techniques
, Pages 182-198
Chapter 12 - good Testing
, Pages 199-226
Chapter thirteen - construction Analysis
, Pages 227-244
Chapter 14 - Reservoir move Simulation
, Pages 245-258
Chapter 15 - Reservoir management
, Pages 259-271
Chapter sixteen - more advantageous recovery
, Pages 272-281
References
, Pages 283-298
Index
, Pages 299-306
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Extra info for Shared Earth Modeling
Sample text
F a n c h i 41 Symmetries may be used to reduce the number of nonzero elastic constants. If the elastic body is isotropic, the elastic constants have only two independent components ~, and It. t are called Lam6 constants. 10) where 8 ~ is the Kronecker delta function. The Kronecker delta function 8 ~ = 1 if a = [3, and 6~1~= 0 if a ~ ~. t is called the shear modulus or rigidity and relates the element of the stress tensor to the strain tensor by ~0 - ~trl0. t are related to Young's modulus and Poisson's ratio.
Figure 3-1 illustrates the relationship between stress and strain. If the stress is not too great, the object can return to its original shape when the stress is removed. In this case, Hooke's law states that stress is proportional to strain. The proportionality constant is called the elastic modulus. 1) Dimensional analysis shows that elastic modulus has the unit of pressure. The elasticity of a substance determines how effective the object is in regaining its original form. Stresses are either one or a combination of three basic stresses: compressional stress, tensile stress, and shear stress.
4) The smaller the deformation for a given tensile stress, the larger the value of Young's modulus. AL b--q / m I I i=z~ Aw I I I Extensional Force Figure 3-3. Tensile Stress Suppose the rod is a bar. Tensile stresses can change the length of the bar by either stretching or compressing the bar (Figure 3-3). When the length L of the bar changes, the width w also changes. Poisson's ratio o is a measure of the relative magnitude of these changes. 5). Another important measure of solid deformation is shear modulus.
Shared Earth Modeling by John R. Fanchi (Auth.)
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