Case Studies: Topographic Concepts

Case Study 1: Analyzing Contour Characteristics

Example

An engineering team is analyzing a newly plotted topographic map for a proposed mountain road. They observe three distinct features represented by contour lines:
  1. A series of closed contours with decreasing elevations towards the center.
  2. Contour lines that appear to merge and cross each other at a single specific location.
  3. Contour lines that form V-shapes pointing uphill.
Interpret each of these three contour features and identify what physical landforms they represent.

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Case Study 2: Interpolating Contours across Breaklines

Example

A drafter is tasked with interpolating 1-meter contours from a grid of spot elevations on a site plan. The grid shows a smooth descent from elevation 105 m down to 98 m. However, the surveyor's field notes indicate that a massive retaining wall (a breakline) runs directly through the middle of the grid, with a top elevation of 104 m and a bottom elevation of 100 m.
Explain why the drafter cannot simply interpolate straight across the grid points, and how the breakline alters the contour map.

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Solved Problems: Topographic Computations

Problem 1: Stadia Method with Inclined Sight (Intermediate)

Example

A transit is set up at Point A (elevation = 120.00 m120.00 \text{ m}). The height of the instrument (HIHI) above Point A is 1.50 m1.50 \text{ m}. A reading is taken on a stadia rod held vertically at Point B. The line of sight is inclined upward at an angle of θ=+1230\theta = +12^\circ 30'. The stadia interval (SS) is 1.850 m1.850 \text{ m}. The middle hair reading on the rod (RR) is 2.10 m2.10 \text{ m}. The stadia interval factor (KK) is 100100 and the stadia constant (CC) is 0.30 m0.30 \text{ m}.
Calculate the horizontal distance (DD) from A to B and the elevation of Point B.

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Problem 2: Contour Interpolation (Basic)

Example

On a topographic map, Point P has a known elevation of 102.4 m102.4 \text{ m} and Point Q has a known elevation of 108.6 m108.6 \text{ m}. The horizontal distance measured on the map between P and Q is 62 mm62 \text{ mm}. The contour interval for the map is 2 m2 \text{ m}.
Determine the exact map distances from Point P to the 104 m104 \text{ m}, 106 m106 \text{ m}, and 108 m108 \text{ m} contour lines using linear interpolation.

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Problem 3: Calculating Land Gradient (Intermediate)

Example

A topographic map has a scale of 1:50001:5000 and a contour interval of 5 m5 \text{ m}. The distance measured on the paper map between two adjacent contour lines on a hillside is 8 mm8 \text{ mm}.
Calculate the true ground slope (gradient) of the hillside between these two contours, expressed as a percentage and as an angle.

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