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

  1. Differential Leveling: Using a level (dumpy, tilting, automatic) and a graduated rod.
  2. Profile Leveling: Determining elevations along a specific line (e.g., centerline of a road).
  3. Trigonometric Leveling: Measuring vertical angles and horizontal distances to compute elevation.
  4. 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 (+S+S).
  • Foresight (FS): The last reading taken on a point of unknown elevation. It is a "minus" sight (S-S).
  • 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

HI=ElevBM+BSHI = \text{Elev}_{BM} + BS ElevTP=HIFS\text{Elev}_{TP} = HI - FS

Curvature and Refraction (hcrh_{cr})

Due to the earth's curvature and atmospheric refraction, the line of sight is not truly horizontal.

  1. Curvature (hch_c): The earth curves away from the tangent line. hc=0.0785K2h_c = 0.0785 K^2 (Where KK is distance in km, hch_c in meters).

  2. Refraction (hrh_r): Light bends downward due to atmospheric density. hr=0.0110K2h_r = 0.0110 K^2 (Where KK is distance in km, hrh_r in meters).

  3. Combined Correction (hcrh_{cr}): hcr=hchr=0.0675K2h_{cr} = h_c - h_r = 0.0675 K^2 (Where KK is distance in km, hcrh_{cr} 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

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