with Glaciotectonic Examples – Part II

Emporia State University, Kansas

**Axis**– line of maximum curvature in a folded surface; also called the hinge line.

**Limb**– relatively less curved (planar) surface between adjacent axes.

**Crest**– line of highest elevation on arch of a folded surface; does not always coincide with the axis.

**Trough**– line of lowest elevation on bottom of a folded surface; does not always coincide with the axis.

**Axial plane**– a plane which essentially bisects the fold; it is parallel to and contains all axes of folded surfaces; also called the hinge surface.

The surface outcrop pattern of a fold depends largely on the positions of its axis and axial plane. The typical zig-zag or S-shaped outcrop pattern of plunging folds is illustrated in **Figure 4-4**, and fold map symbols are shown in Figure 2-2. However, it is not always possible to estimate the axis and axial plane positions based solely on the rock outcrop pattern. Additional information, such as the ages and dips of folded strata, may be necessary to fully interpret the fold position. The outcrop patterns of anticlines and synclines may be distinguished as follows.

**Anticline**– strata dip away from the fold center (crest), the oldest rock unit outcrops at the fold center, and the fold plunges toward the closed end of the loop.**Syncline**– strata dip toward the fold center (trough), the youngest rock unit outcrops at the fold center, and the fold plunges toward the open end of the loop.

Figure 4-4. Block diagram showing map and vertical-section views of plunging folds—anticline on left and syncline on right—both plunging northward. See Figure 2-2 for symbols. |

**Parallel**– cylindrical or concentric style of folding in which each layer maintains a constant thickness and folded surfaces remain strictly parallel throughout all parts of the fold.**Similar**– style of folding in which adjacent folded surfaces have identical shapes, and layers thicken toward the axial plane and thin in the limbs.

Fold style is a reflection of the **competence** of rocks during deformation. Competence refers to a rock's strength or foldability. Competent rocks are able to resist the forces of folding to some extent, and so produce open, parallel folds. Incompetent rocks are unable to resist folding, and so form tight, similar or irregular folds. Competence is strictly a relative condition, because rocks which are competent in one situation may behave incompetently in another.

Changes in pressure, temperature, fluid content, or many other factors may cause a change in competence. For example, marble is a competent rock at earth-surface pressure and temperature, but under metamorphic conditions it is quite incompetent. In a stratified sequence of rocks, the competence of layers varies from one to another depending mainly on lithology and thickness. Thus, when the sequence becomes folded, the fold style differs from layer to layer.

- Calculate the apparent dip of tilted beds at each point on the cross section. Draw in the apparent dip angle for each point; be sure to draw in correct direction of apparent dip.
- Draw construction lines that are perpendicular to each dip line (dashed lines in the example). Adjacent perpendicular construction lines intersect above or below the section. Open circles labelled A/B, B/C, and so on show these intersections in the example.
- Use the intersection points as centers around which to draw arcs between perpendicular construction lines. You need to adjust the radii of arcs for each intersection point. Three folded surfaces formed by arcs drawn in this manner are shown in the example (1-3). Those portions of surfaces 1 and 2 which are above the section between points C and E are shown for completeness, but are not actually present.

- Calculate the apparent dip angle and direction in the section at each point; round off apparent dip values to nearest degree.
- Following the method outlined above, construct a sequence of parallel folds as deeply beneath the land surface as possible.
- Assuming the section has a horizontal and vertical scale of one inch = one mile, how deeply may the parallel fold geometry of this method be extended before a cuspate style develops?
- From the strike-and-dip data and your fold section, are you able to determine if the folds are plunging; and if so, are they plunging to the NW or SE?

Site | Strike | Dip |
---|---|---|

A | 285 | 40 |

B | horizontal | none |

C | 155 | 55 |

D | 130 | 14 |

E | 295 | 15 |

F | 270 | 60 |

G | 265 | 50 |

H | 280 | 65 |

I | 130 | 05 |

*** Right-hand rule** – fingers of the right hand point

downdip, and strike is recorded in the thumb direction.

- Busk, H.G. 1929. Earth Flexures. Cambridge Univ. Press, Cambridge, England.

In like manner, structure contour maps show the configuration of a rock surface by means of elevation contour lines and spot elevation readings on that surface. Normally, a marker bed, formation boundary, or other distinctive stratigraphic horizon, which is readily recognizible in well logs, seismic sections, or outcrops, could be chosen as the reference surface. Assuming the reference surface was originally flat and horizontal, then any apparent hills or valleys are interpreted as anticlines and synclines, and a sharp drop or rise in elevations may represent a fault.

Structure contour maps are most often employed to display subsurface rocks and structures, but outcrop data may also be used for making such maps. Structural cross sections with different vertical exaggerations may be prepared from structure contour maps, and strike-and-dip measurements may also be made on the reference surface. In short, a thorough structural analysis of the reference surface is possible.

Structure contour maps are especially useful for recognizing epeirogenic structures—gentle warpings, mild folds and small faults developed within the stable craton of the mid-continent region. In this setting, strata are generally near-horizontal with dips of only a few m per km (feet per mile). Such structures are barely recognizible on conventional geologic maps, but are clearly identifible on structure contour maps—see **Fig. 5-1**. Small contour intervals on maps and large vertical exaggerations (50 to 300 times) on cross sections could be employed to emphasize otherwise subtle structures. Structure contour mapping is a standard approach for subsurface geological evaluation of oil and gas fields, groundwater aquifers, and other economic deposits.

- Contours are generally separate, smooth lines that are more-or-less parallel to each other.

- A single contour line never branches or divides.

- Contours may form closed loops around domes or basins. Tick marks are used to indicate a closed depression.

- Aside from closed loops, each contour should extend to the map edges; contours cannot simply begin or end in the middle of the map.

- Adjacent contour lines may merge only at vertical cliffs or faults which offset the surface.

- Use a contour interval that is appropriate to the elevation range present.

Consider the two points along the western edge of the map (fig. 5-2) at elevations of 84 and 116 feet. A straight line drawn between these two points is approximately perpendicular to the contours, and so represents a true dip line. The two points are 4150 feet apart and 32 feet different in elevation. Applying the dip-angle formula of Exercise 2: 32/4150 = tan (dip angle); dip angle = 0.4° N, or 41 feet per mile (one mile = 5280 feet). This shallow dip is quite typical of epeirogenic structures.

Several computer programs have been developed for routine contouring of structural data. Often a given set of control-point elevations could be contoured in several quite different configurations. The computer program normally would contour the simplist possible solution. Nonetheless, there are still many situations where manual contouring by an experienced geologist is preferable. The geologist should recognize this and decide on the best interpretation based on additional surface or subsurface information.

Figure 5-3. Map of townships and well locations in southeastern Cowley County, Kansas. Adapted from Bayne (1962, plate 5). Print this map at full size for the exercise. |

- Prepare a structure contour map on the top of the Douglas Group for Figure 5-3. Use a 50-foot contour interval (50, 0, -50, -100, etc.). Assume there are no faults present.
- Prepare a structural cross section (profile) running E-W through point 4, T33S/R7E. Use a vertical scale of one inch = 200 feet.
- Determine the map scale, and calculate the vertical exaggeration of your section. Hint: divide the horizontal (map) scale by the vertical (section) scale. Note: both scales must be in the same units or fractions.
- Describe the regional strike and dip evident on your map. Calculate the actual dip between point 6, T33S/R7E, and point 4, T33S/R8E.
- Place appropriate fold symbols on your contour map. Do you find any subsurface evidence for the Dexter Anticline? If so, describe the subsurface expression of the anticline.
- There are multiple ways to configure the structure contours on the basis of the available subsurface data. Use dashed lines or colored lines to show alternate contour lines and fold symbols.
- Do any of your contour versions represent significantly different structures? Which contour version do you prefer based on information about surface structures?

Township and Range | Well | Elev. |
---|---|---|

1 | -329 | |

2 | -127 | |

3 | -296 | |

4 | -185 | |

5 | -315 | |

6 | -351 | |

7 | -310 | |

8 | -280 | |

9 | -331 | |

10 | -270 |

Township and Range | Well | Elev. |
---|---|---|

1 | - 28 | |

2 | -110 | |

3 | - 20 | |

4 | - 46 | |

5 | -117 | |

6 | - 51 | |

1 | 140 | |

2 | 88 | |

3 | 40 | |

4 | 83 |

Township and Range | Well | Elev. |
---|---|---|

1 | -332 | |

2 | -355 | |

3 | -355 | |

4 | -156 | |

5 | -135 | |

6 | -59 | |

7 | -365 | |

8 | -375 |

Township and Range | Well | Elev. |
---|---|---|

1 | -55 | |

2 | -175 | |

3 | -54 | |

4 | -182 | |

5 | -38 | |

6 | -14 | |

1 | 50 | |

2 | 160 | |

3 | 100 | |

4 | 191 |

Township and Range | Well | Elev. |
---|---|---|

1 | -180 | |

2 | -250 | |

3 | -362 | |

4 | -240 | |

5 | -233 | |

6 | -145 | |

7 | -80 |

Township and Range | Well | Elev. |
---|---|---|

1 | -147 | |

2 | -58 | |

3 | -150 | |

4 | 18 | |

5 | 80 | |

1 | 90 | |

2 | 215 | |

3 | 120 |

Township and Range | Well | Elev. |
---|---|---|

1 | -257 | |

2 | -256 | |

3 | -225 | |

1 | -191 | |

2 | -140 | |

3 | -120 | |

4 | -85 | |

5 | 115 | |

6 | 35 | |

1 | 200 |

- Bayne, C.K. 1962. Geology and ground-water resources of Cowley County, Kansas. Kansas Geological Survey, Bulletin 158.

- Seevers, W.J., 1969. Geology and ground-water resources of Linn County, Kansas. Kansas Geological Survey, Bulletin 193, 62 p.

Figure 6-1. Dipping plane plotted relative to the center of a projection sphere (above), and horizontal projection of that plane (below). |

Figure 6-2. Wulff stereographic projection. Print out a full-sized version for the examples below and problem. |

**Vertical line**– single point at exact center.

**Plunging line**– single point, closer to center for steeper plunge, closer to edge for shallower plunge.

**Horizontal line**– two "half points" on opposite sides.

**Vertical plane**– straight line through center.

**Dipping plane**– circular arc, closer to center for steep dip, closer to edge for shallower dip.

**Horizontal plane**– great circle that coincides with outer edge of stereonet.

Figure 6-4. Stereonet plots illustrating examples A, B, and C discussed below. |

- To plot a plane first mark the strike along the outer edge of the stereonet, and then add 90° and mark the dip trend along the outer edge of the stereonet. In this example, you should mark 40° (strike) and 130° (SE dip).
Note: for planar strike-and-dip values, the

**right-hand rule**is assumed. The fingers of the right hand point downdip on the plane, and the strike is recorded for the thumb direction. Always follow this rule to avoid mistakes. - Now rotate the tracing so that your strike mark points straight north. This brings your dip mark onto the E-W axis of the stereonet. All dip or plunge angles are measured on the E-W axis.
- Count the dip angle inward from your dip mark along the E-W axis; in this case count in 50°. Draw in the N-S meridian arc which crosses the E-W axis at the dip angle you counted.
- Finally, rotate the tracing back to its original position; the arc represents a plane with strike = 40° and dip angle = 50°.
- To find the apparent dip, mark the trend of 80° on the outer edge of the stereonet.
- Rotate the apparent-dip-trend mark at 80° to the E-W axis, and count the plunge angle inward along the E-W axis to the spot where the arc crosses the axis. Mark that point. You should count an apparent dip angle of 38° in this example. Use the apparent dip formulas to confirm your graphical answer.

- You need to plot two points for the two (linear) apparent dips. Begin by marking each trend on the outer edge of the stereonet.
- Rotate the tracing so that trend 1 is on the E-W axis, and count inward 30°. Mark that point for apparent dip 1.
- Rotate the tracing so that trend 2 is on the E-W axis, and count inward 22°. Mark that point for apparent dip 2. You should now have marked two points.
- Now rotate the tracing so that both points fall on the same N-S circular arc, and sketch in that arc. This arc represents the plane in question.
- Without moving the tracing, count inward along the E-W axis to the arc to determine the plane's true dip.
- Finally, rotate the tracing back to its original position and determine the strike of the arc where its ends meet the outer edge of the stereonet. You should have a plane whose strike/dip = 237/30°. Remember to use the right-hand rule.

- Plot arcs for both planes following the procedure of example A. For each plane, mark the dip line (90° clockwise from strike) as a point. After rotating the tracing back to its original position, you should obtain two arcs.
- Mark the point at which the arcs intersect each other. This point represents the intersection line of the two planes. The compass direction (trend) of the point is determined along the outer edge of the stereonet; in this case, trend = 219°.
- Now rotate the intersection point to the E-W axis, and count the plunge angle inward along the axis to the point. You should obtain a plunge of 19° in this example.
- Now, rotate the tracing so that the two dip points fall on the same N-S meridian. Count the angle between these two points; it equals the angle between the two planes, 52° in this case.

Figure 6-6. Measured section of exposure, southern Dirt Hills, Saskatchewan. Whitemud strata are beds a-b; Ravenscrag strata are beds d-j. No vertical exaggeration; adapted from Aber (1993). |

- Plot the two Ravenscrag fold limbs (planar) on the stereonet. The intersection of the two planes represents the fold axis. What are the trend and plunge of the fold axis?
- Plot the Whitemud fold axis (linear) on the same stereonet. Are the two fold axes approximately parallel? Do the fold axes correspond to the local trend of the Dirt Hills?
- What is the angle between the limbs of the Ravenscrag fold?
- Based on your analysis of this exposure, what was the local direction of ice shoving that created these structures?

- Aber, J.S. 1993. Glaciotectonic landforms and structures. In Sauchyn, D.J. (ed.), Quaternary and Late Tertiary landscapes of southwestern Saskatchewan and adjacent areas. Canadian Plains Research Center, Canadian Plains Proceedings 25, vol. 2, p. 20-26. Regina, Canada.

- Kupsch, W. O. 1962. Ice-thrust ridges in western Canada. Journal of Geology 70, p. 582-594.