1 / 33

Outlines Exploration geophysics incorporating 4 th dimension

Case Histories. Outlines Exploration geophysics incorporating 4 th dimension DC resistivity monitoring and 4D interpretation Spectral IP and 4D interpretation Case histories Case history 1: Dye tracer experiment Case history 2: Safety analysis of high-storied building

leoma
Télécharger la présentation

Outlines Exploration geophysics incorporating 4 th dimension

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Case Histories • Outlines • Exploration geophysics incorporating 4th dimension • DC resistivity monitoring and 4D interpretation • Spectral IP and 4D interpretation • Case histories • Case history 1: Dye tracer experiment • Case history 2: Safety analysis of high-storied building • Case history 3: Tunnel construction works • Conclusions

  2. 4. Case histories 1: Dye tracer experiments Visualizing the infiltration pattern of dye solute Flooding dye tracer: Brilliant Blue FCF solution (0.09 S/m) monitoring before, during & after injection Excavating ground Extracting infiltration pattern Observing stained ground Comparing time-lapse images (Resistivity) Kim et al. (2009)

  3. 4. Case histories 1: Dye tracer experiments Data acquisition Pole-dipole array Measurement interval = 10 cm Dipole length = 20 cm

  4. 4. Case histories 1: Dye tracer experiments Data acquisition • Data acquisition system • SuperSting R8/IPTM (8 channels) • 108 automatic switch boxes • Statistics per one phase (3 tomographic sections) • Measurement time: 85 minutes • No. of data: 2,450

  5. 4. Case histories 1: Dye tracer experiments Processing & interpretation Time lapse mages Flooding zone

  6. 4. Case histories 1: Dye tracer experiments Processing & interpretation Stain images after monitoring completed

  7. 4. Case histories 1: Dye tracer experiments Processing & interpretation Stain images after monitoring completed Completely different each other. We have to calculate difference images

  8. 4. Case histories 1: Dye tracer experiments Processing & interpretation Flooding zone Green colored zone: similar to flooding zone; Noticeable change did not occur after the first flooding. Phase3/Phase2

  9. 4. Case histories 1: Dye tracer experiments Processing & interpretation Flooding zone Fully saturated by 1st flooding Phase3/Phase2

  10. 4. Case histories 1: Dye tracer experiments Processing & interpretation Flooding zone Fully saturated by 1st flooding Main event by 2nd flooding Phase3/Phase2

  11. 4. Case histories 1: Dye tracer experiments Processing & interpretation Flooding zone ① ③ Lateral flow ②

  12. 4. Case histories 1: Dye tracer experiments Processing & interpretation Flooding zone ① ③ Lateral flow ② • Stained image: only final result • Geophysical monitoring: reconstructing history of earth change • Precisely knowing the past and present, then what remains? Predicting and forecasting the future

  13. Outlines • Exploration geophysics incorporating 4th dimension • DC resistivity monitoring and 4D interpretation • Spectral IP and 4D interpretation • Case histories • Case history 1: Dye tracer experiments • Case history 2: Safety analysis of high-storied building • Case history 3: Tunnel construction works • Conclusions

  14. 4. Case histories 2:Safety analysis of high-storied building Safety analysis Background Abandoned old mine Kim et al. (2007) • Geology and hydrogeology • Geophysics • 3. Rock engineering Direction of mining tunnel Hyundai Hometown Apartment Complex

  15. 4. Case histories 2:Safety analysis of high-storied building Geophysics - Well logging - Borehole radar reflection - Crosshole resistivity tomography: 2-D and 3-D Too conductive to apply radar technique

  16. 4. Case histories 2:Safety analysis of high-storied building Geophysics - Well logging - Borehole radar reflection - Crosshole resistivity tomography: 2-D and 3-D Thin graphite layers along foliation planes of the basement rock Strong anisotropy of resistivity

  17. 4. Case histories 2:Safety analysis of high-storied building < 10 ohm-m Strong anisotropy > 30 ohm-m (water, air) Perfect Isotropy Crosshole resistivity tomography 1. Delineating subsurface cavities Basement Higher resistivity Cavities Lower anistropy

  18. 4. Case histories 2:Safety analysis of high-storied building Anisotropy ratio Crosshole resistivity tomography 1. Delineating subsurface cavities Anisotropy ratio Resistivity 72-76m Mining tunnel A location simultaneously showing high resistivity and low anisotropy

  19. 4. Case histories 2:Safety analysis of high-storied building Safety analysis 2. Providing subsurface model for the safety analysis Subsurface Model Setup Geology + Logging (geology, geophysics, rock engineering) + Tomography images Continuum model (FLAC)

  20. 4. Case histories 2:Safety analysis of high-storied building Safety analysis Rock mechanics data Safe Continuum model 2-D(FLAC) 3-D(FLAC3D) Input Model Underground /building • Before construction • After construction • Effect of groundwater Safety analysis Discontinuum Model UDEC

  21. Outlines • Exploration geophysics incorporating 4th dimension • DC resistivity monitoring and 4D interpretation • Spectral IP and 4D interpretation • Case histories • Case history 1: Dye tracer experiments • Case history 2: Safety analysis of high-storied building • Case history 3: Tunnel construction works • Conclusions

  22. 4. Case histories 3: Tunnel construction works Background & field works • Tunneling changes ground condition? • Resistivity monitoring detect changes? • Reliability and accuracy of estimated changes? • What information? • Tunnel depth: 40-100 m • Tunnel size: 9x20 m • Lines along tunnels: 4 • Lines cross tunnels: 3 • Measurement spacing: 20 m Tunnel 1 Tunnel 2 Kim et al. (2010)

  23. 4. Case histories 3: Tunnel construction works Background & field works • Monitoring history • No. of time lapses: 6 • Monitoring period • 25 Feb 2007 – 31 Jan 2008 T6 T5 T4 Tunnel 1 Tunnel 2 Significant changes X

  24. 4. Case histories 3: Tunnel construction works Results & interpretation T4 LN-3 - Comparison of interpretation methods (difference images) No construction works under monitoring area (T2, T3, T4) T2/T1 T3/T1 T4/T1

  25. 4. Case histories 3: Tunnel construction works Results & interpretation T6 T5 T4 LN-3 - Comparison of interpretation methods (difference images) Construction works under monitoring area (T5, T6) T5/T1 T6/T1 Which one is true?

  26. 4. Case histories 3: Tunnel construction works Results & interpretation Changes along parallel line LN-2 T2/T1 T3/T1 T4/T1 T5/T1 T6/T1 ??

  27. 4. Case histories 3: Tunnel construction works Results & interpretation T6-T5 CR-3 CR-2 CR-1 Lines across vs. along tunnel

  28. 4. Case histories 3: Tunnel construction works Results & interpretation In-tunnel cement grouting T6-T5 Line 2 Line 3

  29. Conclusions Conclusions • Able to incorporate non-spatial parameters as new coordinates or dimensions (4D, 5D, …) through multi-dimensional, multi-parametric and multi-mode approaches • Inversion/processing in the extended domains dramatically increases precision and accuracy • Having conceptual mechanisms, we are able to introduce them into the processing/inversion in the newly established data and/or model domains • Hopefully, boundaries among many geophysical methods fade away • Further, geophysics + hydrogeology + geochmistry + …. • Why not, other sciences ?

  30. 謝謝! 감사합니다! Thank You ! Acknowledgements • Society of Exploration Geophysicists • Shell Sponsorship • Chengdu University of Technology • Korea Institute of Geoscience and Mineral Resources • Ministry of Science and Technology, Korea • HeesongGeotek, Co., Ltd. • Hyundai Construction Co. and other Construction companies in South Korea 2011 South and East Asia Honorary Lecture

  31. 謝謝! 감사합니다! Thank You ! My special thanks to • Mr. Robert Supper, Geological Survey of Austria • Prof. Eung-Je Woo, Impedance Imaging Research Center, Kyung Hee University, Korea • Prof. PanagiotisTsourlos, Aristotle University of Thessaloniki, Greece • Prof. Yutaka Sasaki, Kyushu University, Japan • My colleagues, Geoelectric Imaging Lab., KIGAM 2011 South and East Asia Honorary Lecture

  32. Join Today! SEG Membership • Technical Journals in Print and Online • Networking Opportunities • Receive Membership Discounts on: • Continuing Education Courses • Publications • Workshops and Meetings Free Bookmark SEG materials are available today! Join Online    http://seg.org/join 2011 South and East Asia Honorary Lecture

  33. Student Opportunities • Student Chapters available • Student Chapter Book Program • SEG/Chevron Student Leadership Symposium • Challenge Bowl • Student Membership Resources • Scholarships • SEG/ExxonMobil Student Education Program • Annual Meeting Travel Grants • Student Expos • the Anomaly newsletter More information please visit:    http://seg.org/students 2011 South and East Asia Honorary Lecture

More Related