| 000 | 03474nam a22005175i 4500 | ||
|---|---|---|---|
| 001 | 978-3-319-00383-2 | ||
| 003 | DE-He213 | ||
| 005 | 20140220082838.0 | ||
| 007 | cr nn 008mamaa | ||
| 008 | 130615s2013 gw | s |||| 0|eng d | ||
| 020 |
_a9783319003832 _9978-3-319-00383-2 |
||
| 024 | 7 |
_a10.1007/978-3-319-00383-2 _2doi |
|
| 050 | 4 | _aTJ163.13-163.25 | |
| 050 | 4 | _aTP315-360 | |
| 072 | 7 |
_aTHF _2bicssc |
|
| 072 | 7 |
_aSCI024000 _2bisacsh |
|
| 082 | 0 | 4 |
_a662.6 _223 |
| 100 | 1 |
_aMcClure, Mark W. _eauthor. |
|
| 245 | 1 | 0 |
_aDiscrete Fracture Network Modeling of Hydraulic Stimulation _h[electronic resource] : _bCoupling Flow and Geomechanics / _cby Mark W. McClure, Roland N. Horne. |
| 264 | 1 |
_aHeidelberg : _bSpringer International Publishing : _bImprint: Springer, _c2013. |
|
| 300 |
_aX, 90 p. 42 illus., 41 illus. in color. _bonline resource. |
||
| 336 |
_atext _btxt _2rdacontent |
||
| 337 |
_acomputer _bc _2rdamedia |
||
| 338 |
_aonline resource _bcr _2rdacarrier |
||
| 347 |
_atext file _bPDF _2rda |
||
| 490 | 1 |
_aSpringerBriefs in Earth Sciences, _x2191-5369 |
|
| 505 | 0 | _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. | |
| 520 | _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. | ||
| 650 | 0 | _aGeology, economic. | |
| 650 | 0 | _aGeology, Structural. | |
| 650 | 0 | _aHydraulic engineering. | |
| 650 | 1 | 4 | _aEnergy. |
| 650 | 2 | 4 | _aFossil Fuels (incl. Carbon Capture). |
| 650 | 2 | 4 | _aGeotechnical Engineering & Applied Earth Sciences. |
| 650 | 2 | 4 | _aGeoengineering, Foundations, Hydraulics. |
| 650 | 2 | 4 | _aEconomic Geology. |
| 650 | 2 | 4 | _aStructural Geology. |
| 700 | 1 |
_aHorne, Roland N. _eauthor. |
|
| 710 | 2 | _aSpringerLink (Online service) | |
| 773 | 0 | _tSpringer eBooks | |
| 776 | 0 | 8 |
_iPrinted edition: _z9783319003825 |
| 830 | 0 |
_aSpringerBriefs in Earth Sciences, _x2191-5369 |
|
| 856 | 4 | 0 | _uhttp://dx.doi.org/10.1007/978-3-319-00383-2 |
| 912 | _aZDB-2-EES | ||
| 999 |
_c96414 _d96414 |
||