LEADER 03619nam 2200613Ia 450 001 9910741178203321 005 20200520144314.0 010 $a3-319-00383-6 024 7 $a10.1007/978-3-319-00383-2 035 $a(CKB)2670000000388604 035 $a(EBL)1317472 035 $a(SSID)ssj0000935310 035 $a(PQKBManifestationID)11472880 035 $a(PQKBTitleCode)TC0000935310 035 $a(PQKBWorkID)10955634 035 $a(PQKB)10400875 035 $a(DE-He213)978-3-319-00383-2 035 $a(MiAaPQ)EBC1317472 035 $a(PPN)170489701 035 $a(EXLCZ)992670000000388604 100 $a20130705d2013 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDiscrete fracture network modeling of hydraulic stimulation $ecoupling flow and geomechanics /$fMark W. McClure, Roland N. Horne 205 $a1st ed. 2013. 210 $aHeidelberg ;$aNew York $cSpringer$dc2013 215 $a1 online resource (96 p.) 225 0$aSpringerBriefs in earth sciences 300 $aDescription based upon print version of record. 311 $a3-319-00382-8 320 $aIncludes bibliographical references. 327 $aIntroduction.-Discrete Fracture Network Modeling.-Review of Stimulation Models -- References.-Methodology -- Governing and Constitutive Equations -- Initial Conditions -- Methods of Solution -- Spatial Domain -- Special Stimulation Topics.-References.-Results -- Simulation and Discretization Details -- Model A: Small Test Problem -- Models B and C: Large Test Problems -- Model D: Testing the Strain Penalty Method -- Hierarchical Matrix Decomposition.-References -- Discussion -- Model A -- Model B -- Model C -- Model D -- Hierarchical Matrix Decomposition -- Extension of the Model to Three Dimensions.-References.-Conclusions. 330 $aDiscrete Fracture Network Modeling of Hydraulic Stimulation describes the development and testing of a model that couples fluid-flow, deformation, friction weakening, and permeability evolution in large, complex two-dimensional discrete fracture networks.  The model can be used to explore the behavior of hydraulic stimulation in settings where matrix permeability is low and preexisting fractures play an important role, such as Enhanced Geothermal Systems and gas shale.  Used also to describe pure shear stimulation, mixed-mechanism stimulation, or pure opening-mode stimulation. A variety of novel techniques to ensure efficiency and realistic model behavior are implemented, and tested.  The simulation methodology can also be used as an efficient method for directly solving quasistatic fracture contact problems.  Results show how stresses induced by fracture deformation during stimulation directly impact the mechanism of propagation and the resulting fracture network. 410 0$aSpringerBriefs in Earth Sciences,$x2191-5369 606 $aHydraulic fracturing$xComputer simulation 606 $aGeothermal engineering$xMathematical models 606 $aHeat$xTransmission$xMathematical models 615 0$aHydraulic fracturing$xComputer simulation. 615 0$aGeothermal engineering$xMathematical models. 615 0$aHeat$xTransmission$xMathematical models. 676 $a627 676 $a627.015118 700 $aMcClure$b Mark W$01424694 701 $aHorne$b Roland N$01757069 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910741178203321 996 $aDiscrete fracture network modeling of hydraulic stimulation$94194715 997 $aUNINA