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Field geology and mapping

Geology (B.Sc) · Field and tools · free study notes for exams, placements and interviews

In short

Field geology is the practice of observing, measuring and recording rocks, structures and landforms in the field, and expressing those observations as a geological map, cross section and field report. A geological map shows the distribution of rock units and structures projected on a topographic base, with strike-dip symbols, contacts, faults and folds; everything else in applied geology — mineral exploration, groundwater, dam and tunnel siting, mine planning — begins from such a map. It is examined in B.Sc practical and viva papers, in GATE Geology and Geophysics (paper code GG) under structural geology, map interpretation and field methods, and in the Geologist/Scientist-B exam of the UPSC Combined Geo-Scientist examination, which has a dedicated map-interpretation component. Employers who test it directly include the Geological Survey of India (GSI), Mineral Exploration and Consultancy Ltd (MECL), ONGC, Coal India, NMDC, Hindustan Zinc, Central Ground Water Board (CGWB) and state ground water and mining departments.

Explained

Purpose, scales and the base map

Field equipment and how each is used

Strike, dip and the measurement of structures

Mapping methods and the field procedure

  1. Pre-field desk work: collect published GSI district memoirs, quadrangle maps and the Bhukosh portal data, toposheets, imagery; prepare a preliminary photogeological map and a traverse plan.
  2. Reconnaissance traverse: walk across strike, along stream and road cuttings, to establish the broad lithological succession and structural grain.
  3. Choose the method:
    • Traverse method: controlled traverses along streams/roads/ridges with stations located by GPS or by pace-and-compass; most common in Indian terrain.
    • Contact (boundary) method: walk and trace each lithological contact on the ground; the most accurate and the slowest.
    • Grid method: laid-out grid lines, used in detailed mining, geotechnical and geochemical surveys.
    • Photogeological / remote-sensing-aided mapping: boundaries interpreted first and then field-checked (treated in detail under GIS and remote sensing).
  4. At each station: fix location, describe the rock, measure attitudes, sketch, sample, photograph with a scale object, number everything consistently.
  5. Plotting: mark station, lithology ornament and strike-dip symbol on the field slip the same day; close each day with a review of the day's data.
  6. Fair mapping: draw contacts by interpolating between control points, honouring the rule of V's and structure-contour constraints; ink the final map with the standard legend; construct at least one cross section perpendicular to regional strike.
  7. Report: introduction and location, previous work, physiography and drainage, lithostratigraphy (oldest to youngest), structure, metamorphism/petrography, economic geology, conclusions, references, appendices of station data and sample lists.

Reading and interpreting a geological map

Standards, organisations and Indian practice

Key points

Formulas and examples

Map distance = Ground distance / Scale denominator. Example: 1 km on a 1:50,000 map = 1,000 m / 50,000 = 0.02 m = 20 mm.
tan δ_app = tan δ_true × cos β — where δ_app = apparent dip, δ_true = true dip, β = angle between the direction of the section line and the true dip direction, measured in the horizontal plane (all angles in degrees). Equivalently, if α is the angle between the section line and the strike, tan δ_app = tan δ_true × sin α.
True thickness t = w × sin δ — for a bed of outcrop width w measured horizontally perpendicular to strike on flat ground, dip δ.
General thickness: t = w (sin δ cos θ ± cos δ sin θ) — θ = slope angle of the ground along the traverse; "+" when ground slopes opposite to the dip direction, "−" when it slopes in the same direction as dip.
Vertical depth to a dipping bed from a point on strike-normal line: d = x × tan δ — x = horizontal distance from the outcrop trace, measured in the dip direction.
Structure-contour dip: tan δ = Δh / L — Δh = elevation difference between two adjacent structure contours, L = their horizontal map separation (same units).
Vertical exaggeration VE = (horizontal scale denominator) / (vertical scale denominator).

Example 1 — Apparent dip. A bed strikes N–S and dips 40°E (true). A road cut runs N60°E. Find the apparent dip in the cut.

Example 2 — True thickness from outcrop width. A sandstone crops out across a horizontal width of 120 m measured perpendicular to strike on flat ground; dip = 25°.

Example 3 — Three-point problem. A coal seam is intersected in three boreholes on flat terrain. A: seam top at 300 m RL; B: 250 m RL, 500 m due east of A; C: 300 m RL, 400 m due north of A.

Example 4 — Depth to target for drilling. Using the seam above, a rig is set 1,200 m due east of outcrop line AC, on ground at 300 m RL.

Example 5 — Map measurement and scale. On a 1:25,000 field slip two strike-dip stations are 34 mm apart and the structure contours between them differ by 60 m in elevation.

MethodControlSpeedAccuracyTypical Indian use
Traverse (stream/road/ridge)GPS + compass stationsFastModerateGSI 1:50,000 systematic mapping
Contact tracingWalked boundariesSlowHighestLarge-scale 1:2,000 ore-body mapping
GridPegged grid linesSlowHigh, uniformGeochemical/geotechnical surveys, mines
Photogeological + field checkImagery, limited ground truthVery fastScale-dependentReconnaissance in forested/desert terrain
FeatureMap evidenceSection evidence
AnticlineOldest in core, dips divergeUpward-convex form
SynclineYoungest in core, dips convergeDownward-convex form
Normal faultUnits omitted, younger against olderHanging wall down
ThrustUnits repeated, older over youngerLow-angle hanging wall up
UnconformityOverlying unit truncates several older unitsErosional surface cutting structure

Where it is used

Interview questions

Common mistakes

Related topics

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