Measurement of Vertical Distances (Leveling)
Measurement of Vertical Distances
Vertical distance is the elevation difference between points. Leveling is the process of finding elevations or establishing points at a given elevation.
Methods of Leveling
- Differential Leveling: Using a level (dumpy, tilting, automatic) and a graduated rod.
- Profile Leveling: Determining elevations along a specific line (e.g., centerline of a road).
- Trigonometric Leveling: Measuring vertical angles and horizontal distances to compute elevation.
- Barometric Leveling: Using atmospheric pressure differences.
Differential Leveling Concepts
Key Terms
- Bench Mark (BM): A permanent point of known elevation.
- Backsight (BS): The first reading taken on a point of known elevation (BM or TP). It is a "plus" sight ().
- Foresight (FS): The last reading taken on a point of unknown elevation. It is a "minus" sight ().
- Height of Instrument (HI): The elevation of the line of sight.
- Turning Point (TP): An intermediate point used to move the instrument forward.
Standard Leveling Formulas
Curvature and Refraction ()
Due to the earth's curvature and atmospheric refraction, the line of sight is not truly horizontal.
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Curvature (): The earth curves away from the tangent line. (Where is distance in km, in meters).
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Refraction (): Light bends downward due to atmospheric density. (Where is distance in km, in meters).
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Combined Correction (): (Where is distance in km, in meters).
Sign:
- Curvature makes objects appear lower.
- Refraction makes objects appear higher.
- Combined effect makes objects appear lower than they are. Add correction to rod reading.
Solved Problems
Step-by-Step Solution
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