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Cross section balancing

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Title: Cross section balancing


1
Cross section balancing
2
Deformed-state cross sections
  • Deformed-state cross sections can be constructed
    using map data, well data, and, if you're lucky,
    seismic data.

Deformed-state section from Glacier National Park
3
Deformed-state cross sections
  • All cross sections involve interpretation. They
    are not data.
  • Admissible cross sections Interpretation matches
    surface and subsurface data fault and fold
    geometries match expected for thin-skinned
    fold-and-thrust belts

Interpretation
4
Some criteria for admissible sections
  • Ramps do not dip steeper than 35
  • Flats follow weak layers
  • Fault geometries match the geometries of
    overlying folds
  • Out-of-sequence faults are justified
  • Hinter-land-dipping faults are justified

See McClay, 1991, Glossary of thrust terms
5
Not admissible Does not match expected thrust
geometries
Admissible Matches expected thrust geometries
6
Restored cross sections
  • Restored section can be constructed that depicts
    the probable pre-deformation geometry of the
    deformed beds

7
Restored cross sections
  • Individual thrust sheets are "pulled back" to
    their pre-thrust positions by matching footwall
    and hanging-wall cutoffs at ramps.

HW cutoff
FW cutoff
8
Viable cross section Deformed-state section that
can be restored such that bed length and/or bed
area is conserved and fault geometries are
admissible
9
Balanced cross section Deformed-state section
that is both admissible and viable.
Do you think this is a balanced cross section?
Why?
10
Restoring a cross section
  • Pick regional pin linePoint in deformed-state
    section that is not allowed to move
  • Set up stratigraphic reference frame for restored
    section. Account for changes in bed thickness
    (most platform sedimentary packages thicken
    towards hinterland)

11
Restoring a cross section
  • Work in order from youngest faults to oldest.
  • Add local pin lines in thrust sheets as needed.

12
Restoring a cross section
  • Keep track of the loose line on the hinterland
    end of the section.

Acceptable loose lines must be straight or form
smooth curves. a, b, and c are acceptable. d and
e are not.
13
Restoring a cross section
  • Keep track of the loose line on the hinterland
    end of the section.

Unacceptable loose line, must modify section to
balance
14
Modified deformed-state section and new restored
section Section is now balanced
Previous section
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