Repository logo

Infoscience

  • English
  • French
Log In
Logo EPFL, École polytechnique fédérale de Lausanne

Infoscience

  • English
  • French
Log In
  1. Home
  2. Academic and Research Output
  3. Conferences, Workshops, Symposiums, and Seminars
  4. The Transient Phase of Planar, Three-Dimensional Buoyant Hydraulic Fractures Emerging from a Point Source
 
conference presentation

The Transient Phase of Planar, Three-Dimensional Buoyant Hydraulic Fractures Emerging from a Point Source

Möri, Andreas  
•
Peruzzo, Carlo  
•
Lecampion, Brice  
June 8, 2022
The 8th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2022)

Hydraulic fractures (HF) are propagating Mode I (tensile) fractures emerging from a pres- surized fluid source. They appear in industrial applications to enhance the permeability of rock masses and naturally as a mechanism of magma transport in the crust. The buoyancy of the fluid (density contrast between the host rock and the fluid) gives rise to self-sustained buoyancy-driven fractures. Recently, the transition and final shapes of such buoyancy-driven fractures have been investigated in detail [1]. The transition strongly de- pends on a dimensionless parameter relating the energy dissipation by viscous flow to the dissipation by surface creation. This balance strongly depends on a material parameter called the fracture toughness KIc. Laboratory experiments of this parameter seem not to match data from field evaluations, a conclusion that is challenged by the emergence of a transient phase [1]. This transient phase appears when the energy dissipation by surface creation dominates the buoyant stage. To validate the late time solution, where initial conditions can be neglected, modeling of a large domain and several orders in time is necessary. Those requirements forced us to significantly increase computational efficiency of our open-source solver PyFrac [2]. We notably implemented a heap structured fast marching method to solve for the fracture front position and solve the non-linear elastohydrodynamic system using an Anderson acceleration of fixed-point iterations. The linear system is solved using a preconditioned BiCGSTAB solver. This scheme allows us to significantly speed up the calculation for large domain sizes without compromising numerical accuracy. These significant gains in computational efficiency have allowed us to investigate the transition towards an established buoyant hydraulic fracture over more than ten orders of time and spatial scales. REFERENCES [1] A. M ̈ori and B. Lecampion, Limiting Regimes of a Three-Dimensional Buoyant Hy- draulic Fracture Emerging from a Point Source. ESSOAr, Poster, AGU Fall Meeting, 2021. [2] H. Zia and B. Lecampion, PyFrac: A planar 3d hydraulic fracture simulator. Comput. Phys. Commun., pp. 107368, 2020.

  • Files
  • Details
  • Metrics
Loading...
Thumbnail Image
Name

MoPeLe_eccomas_2022_v1.pdf

Type

N/a

Access type

openaccess

License Condition

CC BY-NC-ND

Size

84.31 KB

Format

Adobe PDF

Checksum (MD5)

5668c7923231b7ef49020eb08a5027f5

Logo EPFL, École polytechnique fédérale de Lausanne
  • Contact
  • infoscience@epfl.ch

  • Follow us on Facebook
  • Follow us on Instagram
  • Follow us on LinkedIn
  • Follow us on X
  • Follow us on Youtube
AccessibilityLegal noticePrivacy policyCookie settingsEnd User AgreementGet helpFeedback

Infoscience is a service managed and provided by the Library and IT Services of EPFL. © EPFL, tous droits réservés