Skip to main content

Reciprocal levelling across river, 250 m

Short answer

True difference of level: mean of two apparent differences gives 0.993 m, A higher than B. Combined curvature and refraction correction is 0.0042 m. Collimation error is 0.181 m in 250 m (upward). RL of A = 1461.599 m.

The results of reciprocal levelling between stations A and B 250 m apart on opposite sides of a wide river were as follows:

Level atHeight of eye piece (m)Staff readings
A1.3392.518 on B
B1.3320.524 on A

Find: a) The difference of level between A and B. b) Curvature and refraction correction if mean radius of earth = 6365 km. c) The error due to imperfect adjustment of the diaphragm wires. d) If RL of B = 1460.605 m, find RL of A.

Data: AB = 250 m. Level at A: height of the eyepiece above A = 1.339 m, staff reading on B = 2.518 m. Level at B: height of the eyepiece above B = 1.332 m, staff reading on A = 0.524 m. The height of the eyepiece above the station acts as the (near) staff reading on that station.

a) Difference of level between A and B

Level at A: A is higher than B by (reading on B) −- (eyepiece height) =2.518−1.339=1.179= 2.518 - 1.339 = 1.179 m.

Level at B: A is higher than B by (eyepiece height) −- (reading on A) =1.332−0.524=0.808= 1.332 - 0.524 = 0.808 m.

The true difference of level is the mean of the two (the error in the far reading cancels):

H=1.179+0.8082=0.9935 m≈0.993 m (A higher than B)H = \frac{1.179 + 0.808}{2} = 0.9935\ \text{m} \approx 0.993\ \text{m}\ (\text{A higher than B})

The total error in each far reading:

e=1.179−0.8082=0.1855 me = \frac{1.179 - 0.808}{2} = 0.1855\ \text{m}

b) Curvature and refraction correction

With d=0.250d = 0.250 km and R=6365R = 6365 km:

Curvature=d22R=0.2522×6365=0.00491 m\text{Curvature} = \frac{d^2}{2R} = \frac{0.25^2}{2 \times 6365} = 0.00491\ \text{m} Refraction=17×0.00491=0.00070 m\text{Refraction} = \frac{1}{7} \times 0.00491 = 0.00070\ \text{m} Combined correction=0.00491−0.00070=0.00421 m≈0.0042 m (to be subtracted from the far reading)\text{Combined correction} = 0.00491 - 0.00070 = 0.00421\ \text{m} \approx 0.0042\ \text{m}\ (\text{to be subtracted from the far reading})

c) Error due to imperfect adjustment of the diaphragm wires (collimation error)

The total error in the far reading ee is the sum of the collimation error and the combined curvature-refraction error, so

Collimation error=e−0.0042=0.1855−0.0042=0.1813 m in 250 m\text{Collimation error} = e - 0.0042 = 0.1855 - 0.0042 = 0.1813\ \text{m in 250 m}

The readings are too large, so the line of collimation is inclined upward.

d) RL of A

RL of A=RL of B+H=1460.605+0.9935=1461.599 m\text{RL of A} = \text{RL of B} + H = 1460.605 + 0.9935 = 1461.599\ \text{m}

Answer: (a) difference of level = 0.993 m (A above B); (b) combined curvature and refraction correction = 0.0042 m; (c) collimation error = 0.181 m in 250 m (inclined upward); (d) RL of A = 1461.599 m.

Note: the two apparent differences (1.179 m and 0.808 m) disagree by 0.371 m, which is unusually large for a 250 m crossing; the figures are used as printed. The method does not change if a printed value differs.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Surveying I chapter 5 questions →