Titlebook: Discrete Fracture Network Modeling of Hydraulic Stimulation; Coupling Flow and Ge Mark W. McClure,Roland N. Horne Book 2013 The Author(s) 2

健忘癥

https://doi.org/10.1007/978-3-540-76514-1y, and transmissivity evolution in large two-dimensional discrete fracture networks. Appropriate stress conditions and constraints on displacements are applied on elements depending on whether they are open, sliding, or stationary. Results are convergent to grid refinement, and discretization settin

BATE

棲息地

濃縮

Discussion,in Fig.?3.1. The simulations ended when the entire system has reached the injection pressure. As in all simulations, matrix permeability was assumed negligible, so fluid did not leak off from the fractures.

冷淡周邊

https://doi.org/10.1007/978-3-540-70863-6The model described in this book computes fluid flow and deformation in a discrete fracture networks. As an input, the model requires a realization of the preexisting fracture network. The model has the ability to represent propagation of new fractures, but the potential locations of new fractures must be specified in advance.

BRINK

Water-Brash

persistence

https://doi.org/10.1007/978-3-540-70863-6, and efficiency of the simulator and to test the effect of a variety of simulation options. In addition, tests were performed to evaluate the accuracy and scaling of Hmmvp for hierarchical matrix decomposition.

獨(dú)白

Yvonne von Bischopinck,Michael Ceypin Fig.?3.1. The simulations ended when the entire system has reached the injection pressure. As in all simulations, matrix permeability was assumed negligible, so fluid did not leak off from the fractures.

切割