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Three-wire stadia field procedure for topo map

Short answer

Set up, centre, level, measure HI, orient, and back-sight a benchmark. At each detail point read horizontal circle, vertical angle, and top, middle, bottom hairs; check middle equals mean of top and bottom. Compute s = top minus bottom, D = Ks cos^2 θ, V = 1/2 Ks sin2θ, RL = RL axis ± V − h, and plot by bearing and distance.

Explain about the field procedure and method of taking field parameters in three wires stadia tacheometry for the preparation of topographic map.

In three-wire stadia tacheometry, the top, middle (axial) and bottom hairs are read on a vertical staff. The method gives the distance from the intercept and a check on the readings (middle reading ≈\approx mean of top and bottom).

Field procedure

  1. Reconnaissance and control: establish control stations (traverse) over the area; know the RL of a benchmark or station.
  2. Set up the tacheometer on a station, centre and level it. Measure the height of the instrument (HI) with a tape.
  3. Orient: with the horizontal circle at zero (or a known bearing) sight a known reference station or magnetic north.
  4. Back-sight to a benchmark or known point with the staff to find the RL of the instrument axis.
  5. Detail points: the staff-man holds the staff vertical at each ground feature (corners, break lines, spot heights). For each point:
    • bisect the staff and read the horizontal circle (bearing),
    • read the top, middle and bottom hair (staff readings),
    • read the vertical angle, with the middle hair at the same height as the HI where possible (this simplifies the calculation) or at any convenient reading,
    • book the readings with a point description.
  6. Check that the mean of top and bottom hair equals the middle reading (within 0.005 m), and close on a known point at the end of the day.
  7. Computation: s=s= top −- bottom, D=Kscos⁡2θD=Ks\cos^2\theta, V=12Kssin⁡2θV=\frac{1}{2}Ks\sin2\theta, RL == RL of axis ±V−h\pm V-h.
  8. Plotting: each point is plotted by its bearing and horizontal distance (protractor and scale) or by coordinates, with its RL, and contours are interpolated for the topographic map.

Field book (typical)

Inst. stnHIStaff stnBearingV. angleTopMidBottomRemarks
A1.45145°30'+3°10'1.8551.4050.955Corner of house
278°15'-2°20'2.3401.8001.260Road edge

✓ Answer checked by Claude Opus 5.5 (high effort)

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