- 2078 Poush · 4 marks
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 mean of top and bottom).
Field procedure
- Reconnaissance and control: establish control stations (traverse) over the area; know the RL of a benchmark or station.
- Set up the tacheometer on a station, centre and level it. Measure the height of the instrument (HI) with a tape.
- Orient: with the horizontal circle at zero (or a known bearing) sight a known reference station or magnetic north.
- Back-sight to a benchmark or known point with the staff to find the RL of the instrument axis.
- 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.
- 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.
- Computation: top bottom, , , RL RL of axis .
- 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. stn | HI | Staff stn | Bearing | V. angle | Top | Mid | Bottom | Remarks |
|---|---|---|---|---|---|---|---|---|
| A | 1.45 | 1 | 45°30' | +3°10' | 1.855 | 1.405 | 0.955 | Corner of house |
| 2 | 78°15' | -2°20' | 2.340 | 1.800 | 1.260 | Road edge |
✓ Answer checked by Claude Opus 5.5 (high effort)
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