Skip to main navigation Skip to search Skip to main content

Characterizing hydraulic fractures using the transient pressure surge effect

  • Yuesu Jin*
  • , Yingcai Zheng
  • , Lianjie Huang
  • , Christine Ehlig-Economides
  • *Corresponding author for this work
  • University of Houston
  • Los Alamos National Laboratory

Research output: Contribution to conferencePaperpeer-review

Abstract

It has been demonstrated in both numerical modeling and lab experiments that a fluid-filled fracture can be a subsurface pressure amplifier to a weak driving force such as an incident seismic wave. We refer this phenomenon to as the transient pressure surge (PS) effect. PS is frequency dependent and can be a very useful for enhancing fracture systems because it may transiently enhance pore pressure and alter fluid flow patterns. In this paper, we use PS to infer fluid-filled fracture parameters. We develop a three-dimensional boundary element (BEM) method to study the seismic/geomechanical response of fluid-filled fractures with different sizes and apertures. We first review the previous modeling and lab evidence of the PS phenomenon and then present our new BEM modeling results. The PS effect could be used for imaging subsurface fracture systems and inverting for discrete fracture parameters for fracture characterization.

Original languageEnglish
DOIs
StatePublished - 2022
Externally publishedYes
Event2022 SPE/AAPG/SEG Unconventional Resources Technology Conference, URTC 2022 - Houston, United States
Duration: 20 Jun 202222 Jun 2022

Conference

Conference2022 SPE/AAPG/SEG Unconventional Resources Technology Conference, URTC 2022
Country/TerritoryUnited States
CityHouston
Period20/06/2222/06/22

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

  1. SDG 7 - Affordable and Clean Energy
    SDG 7 Affordable and Clean Energy

Fingerprint

Dive into the research topics of 'Characterizing hydraulic fractures using the transient pressure surge effect'. Together they form a unique fingerprint.

Cite this