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In which is following equation for the horizontal distance in tangential method of tacheometry, when both angles are angle of elevation.
D=stan╬▒1тАЛтИТtan╬▒2тАЛ
D=stan╬▒1тАЛ+tan╬▒2тАЛ
D=stan╬▒2тАЛtan╬▒1тАЛтИТtan╬▒2тАЛ
None of these
D=stan╬▒1тАЛтИТtan╬▒2тАЛ
In tangential tacheometry, when both measured vertical angles are angles of elevation, the upper target point lies at a height above the lower target point on the staff. By applying trigonometry to the two right-angled triangles formed with the instrument axis, the horizontal distance is given by D=tan╬▒1тАЛтИТtan╬▒2тАЛsтАЛ, where s is the staff intercept (s=h1тАЛтИТh2тАЛ) and ╬▒1тАЛ>╬▒2тАЛ.
In tangential tacheometry, when both measured vertical angles are angles of elevation, the upper target point lies at a height above the lower target point on the staff. By applying trigonometry to the two right-angled triangles formed with the instrument axis, the horizontal distance is given by D=tan╬▒1тАЛтИТtan╬▒2тАЛsтАЛ, where s is the staff intercept (s=h1тАЛтИТh2тАЛ) and ╬▒1тАЛ>╬▒2тАЛ.
D=tan╬▒1тАЛтИТtan╬▒2тАЛsтАЛ тАФ Horizontal distance when both vertical angles are angles of elevation
V=Dtan╬▒2тАЛ=tan╬▒1тАЛтИТtan╬▒2тАЛstan╬▒2тАЛтАЛ тАФ Vertical distance to the lower vane point
RL┬аof┬аStaff┬аStation=RL┬аof┬аHI+VтИТh2тАЛ тАФ Reduced level calculation using lower vane height
The horizontal distance D between the instrument station and the staff station is determined by observing two vertical angles (╬▒1тАЛ and ╬▒2тАЛ) to two targets on a vertical staff separated by a known distance s. From geometry, h1тАЛ=Dtan╬▒1тАЛ and h2тАЛ=Dtan╬▒2тАЛ. Subtracting the two equations yields s=h1тАЛтИТh2тАЛ=D(tan╬▒1тАЛтИТtan╬▒2тАЛ), which rearranges to D=tan╬▒1тАЛтИТtan╬▒2тАЛsтАЛ.
Tangential tacheometry is used when the telescope is not fitted with a stadia diaphragm.
Requires two pointings (observations) to two target positions (vanes) on the staff for each distance determination.
When both angles are elevation angles, tan╬▒1тАЛ is greater than tan╬▒2тАЛ, so the denominator is the difference (tan╬▒1тАЛтИТtan╬▒2тАЛ).
Can be performed using an ordinary transit theodolite without stadia hairs.
Useful over long sights where stadia wires cannot be clearly read.
Requires two vertical angle measurements per reading, increasing operational time.
Any movement of the staff between the two readings introduces measurement error.
Distance and elevation measurement in rugged or hilly terrain.
Surveying work when specialized tacheometric instruments are unavailable.
Option B (D=tan╬▒1тАЛ+tan╬▒2тАЛsтАЛ) applies when one angle is an angle of elevation and the other is an angle of depression.
Option C (D=tan╬▒1тАЛтИТtan╬▒2тАЛstan╬▒2тАЛтАЛ) represents the vertical height V=h2тАЛ to the lower target, not the horizontal distance D.
A is correct тАФ The horizontal distance formula when both observed vertical angles are angles of elevation is D=tan╬▒1тАЛтИТtan╬▒2тАЛsтАЛ.
Remember the denominator rule for tangential tacheometry: if both angles are on the same side of the horizontal (both elevation or both depression), subtract the tangents; if on opposite sides (one elevation, one depression), add the tangents.