Skip to main content

Methods of tacheometry, tangential horizontal distance

Short answer

Methods include stadia (fixed and movable hair), tangential, and subtense bar. In the tangential method, horizontal distance D is computed as D = s / (tan α2 – tan α1) where s is vane spacing and α1, α2 are measured vertical angles.

Mention different methods of tachometric surveying. Discuss measurement of horizontal distance by tangential method.

Methods of tacheometric surveying

  1. Stadia method
    • Fixed hair method: stadia hairs are at a fixed interval; the staff intercept changes with distance. Staff may be held vertical or normal to the line of sight. This is the most common method.
    • Movable hair method: the interval between the hairs is varied to read a fixed staff intercept (rarely used).
  2. Non-stadia methods
    • Tangential method: two vanes on a staff and two vertical angles are measured.
    • Subtense bar method: a bar of known length and the horizontal angle subtended by it.
  3. Others: Optical wedge and EDM (total station) methods are also used.

Horizontal distance by the tangential method

Two vanes on the staff are a known distance ss apart. The vertical angles to the vanes are measured from the instrument at A. The staff is held at B and D = horizontal distance AB.

Case 1: both angles of elevation (α1\alpha_1 lower vane, α2\alpha_2 upper vane)

                          * upper vane
                     _.-' |  s
                _.-'      * lower vane
        a2 _.-' a1  . '   |
   A _.-'-------------------- B
   |<--------- D -------->|
s=Dtan⁡α2−Dtan⁡α1D=stan⁡α2−tan⁡α1\begin{aligned} s &= D\tan\alpha_2 - D\tan\alpha_1 \\ D &= \frac{s}{\tan\alpha_2 - \tan\alpha_1} \end{aligned}

Case 2: both angles of depression (β1\beta_1 to the upper vane, β2\beta_2 to the lower vane, β2>β1\beta_2 > \beta_1)

D=stan⁡β2−tan⁡β1D = \frac{s}{\tan\beta_2 - \tan\beta_1}

Case 3: one elevation α\alpha (to the upper vane) and one depression β\beta (to the lower vane)

s=Dtan⁡α+Dtan⁡β⇒D=stan⁡α+tan⁡βs = D\tan\alpha + D\tan\beta \quad\Rightarrow\quad D = \frac{s}{\tan\alpha + \tan\beta}

In each case the RL of the staff station is found from the vertical component V=Dtan⁡αV = D\tan\alpha to a vane of known height: RLB=RLA+hi±V−hvaneRL_{B} = RL_{A} + h_i \pm V - h_{vane}, with +V+V for elevation and −V-V for depression, and hvaneh_{vane} the height of that vane above the staff foot.

The method is less accurate than the stadia method because small errors in the angles affect DD directly, but it needs no stadia hairs.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Surveying II chapter 2 questions →