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000777156 019__ $$a957954822$$a958084918
000777156 020__ $$a9783319434490$$q(electronic book)
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000777156 050_4 $$aTA357
000777156 08204 $$a620.1/064$$223
000777156 1001_ $$aLiu, Hui-Hai.
000777156 24510 $$aFluid flow in the subsurface :$$bhistory, generalization and applications of physical laws /$$cHui-Hai Liu.
000777156 260__ $$aSwitzerland :$$bSpringer,$$c2016, ©2017.
000777156 300__ $$a1 online resource.
000777156 336__ $$atext$$btxt$$2rdacontent
000777156 337__ $$acomputer$$bc$$2rdamedia
000777156 338__ $$aonline resource$$bcr$$2rdacarrier
000777156 4901_ $$aTheory and applications of transport in porous media ;$$vvolume 28
000777156 504__ $$aIncludes bibliographical references and index.
000777156 5050_ $$aPreface; Acknowledgments; Contents; 1 Generalization of Darcy's Law: Non-Darcian Liquid Flow in Low-Permeability Media; Abstract; 1.1 Henry Darcy and His Law for Subsurface Fluid Flow; 1.2 Relationship Between Water Flow Flux and Hydraulic Gradient in a Capillary Tube; 1.3 Generalized Darcy's Law for Water Flow in Low-Permeability Media; 1.4 Correlation Between Permeability and the Threshold Gradient; 1.5 Relationship Between Parameter {\varvec \alpha} and Pore Size Distribution; 1.6 Multidimensional and Anisotropic Cases; 1.7 Case Studies.
000777156 5058_ $$a1.7.1 Impact of Non-Darcian Flow on Performance of a Shale Repository for High-Level Nuclear Waste1.7.2 Influence of Non-Darcian Flow on Observed Relative Permeability; 1.7.3 Imbibition of Fracturing Fluids into Shale Matrix and a Methodology to Determine Relevant Parameters; 1.7.4 Non-Darcian Flow and Abnormal Liquid Pressure in Shale Formations; 1.8 Concluding Remarks; References; 2 Generalization of the Darcy-Buckingham Law: Optimality and Water Flow in Unsaturated Media; Abstract; 2.1 Edgar Buckingham and His Law for Water Flow in Unsaturated Soils.
000777156 5058_ $$a2.2 Unsaturated Flow Constitutive Models Under Local Equilibrium2.2.1 Burdine Model for Relative Permeability and the Brooks-Corey Relation; 2.2.2 Mualem Model for Relative Permeability and the van Genuchten Relation; 2.3 Optimality Principles and the Euler-Lagrangian Equation; 2.4 Generalization of the Darcy-Buckingham Law Based on an Optimality Condition; 2.5 Verification with Field Observations of Unsaturated Water Flow in Soils; 2.5.1 Field Experiments; 2.5.2 Data Analysis Methods; 2.5.3 Results and Discussion; 2.6 The Active Fracture Model: An Equation for a Mountain.
000777156 5058_ $$a2.6.1 Yucca Mountain Project2.6.2 The Active Fracture Model (AFM); 2.6.3 Verification of the AFM with Field Observations; 2.6.4 Comparisons with Fracture Network Modeling Results; 2.7 Optimality and Surface Water Flow; 2.8 Concluding Remarks; Appendix: An Alternative Derivation of Eq.ß2.48 Without Using the Lagrange Multiplier; References; 3 Two-Part Hooke Model (TPHM): Theory, Validation and Applications; Abstract; 3.1 Robert Hooke and His Law for Elastic Deformation; 3.2 Two-Part Hooke's Model; 3.2.1 TPHM for Isotropic Stress Condition.
000777156 5058_ $$a3.2.2 TPHM-Based Constitutive Relationships for Isotropic Stress Condition3.2.2.1 Bulk Rock Compressibility; 3.2.2.2 Pore Compressibility; 3.2.2.3 Rock Porosity; 3.2.2.4 Relationship Between Permeability and Porosity for Low-Permeability Rock; 3.2.3 TPHM for Anisotropic Stress Condition; 3.2.4 TPHM-Based Constitutive Relationships for Anisotropic Stress Condition; 3.2.4.1 Rock Porosity; 3.2.4.2 Bulk Compressibility; 3.2.4.3 Shear Modulus; 3.2.5 Implementation of the TPHM in a Geomechanical Simulator; 3.3 Fracture Deformation and Properties.
000777156 506__ $$aAccess limited to authorized users.
000777156 520__ $$aThis book presents a systematic attempt to generalize several fundamental physical laws related to subsurface fluid flow that are important for a number of contemporary applications in the areas of hydrogeology, reservoir engineering and rock mechanics. It also covers the history of discovering these physical laws, their respective scope of validity, and their generalizations or extensions. The physical laws discussed include Darcy's law, Darcy-Buckingham law and Hooke's law. Darcy's law is the fundamental law for subsurface fluid flow. For low-permeability media, it is not always adequate because of the strong fluid-solid interaction. Though the Darcy-Buckingham law is often used for modeling subsurface multiphase flow, it is only valid under the local equilibrium condition. This condition does not hold in many cases, especially when fingering flow occurs. It is well known that subsurface fluid flow is coupled with mechanical deformation of subsurface media; in some applications, this coupling can play a dominant role. The continuum-scale elastic deformation of natural rock, however, does not always follow the traditional form of Hooke's law. The book also presents applications of the proposed generalizations of the physical laws to several important engineering projects.
000777156 588__ $$aDescription based on print  version record.
000777156 650_0 $$aFluid dynamics.
000777156 650_0 $$aMultiphase flow.
000777156 77608 $$iPrint version:$$z3319434489$$z9783319434483$$w(OCoLC)952788421
000777156 830_0 $$aTheory and applications of transport in porous media ;$$vv. 28.
000777156 852__ $$bebk
000777156 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-43449-0$$zOnline Access$$91397441.1
000777156 909CO $$ooai:library.usi.edu:777156$$pGLOBAL_SET
000777156 980__ $$aEBOOK
000777156 980__ $$aBIB
000777156 982__ $$aEbook
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