Reciprocal levelling: setup at A – staff(A)=1.490, staff(B)=2.195; setup at B – staff(B)=0.705, staff(A)=1.540. True height difference:

Reciprocal levelling across a river: From A — BS at A = 1.490 m, FS at B = 2.195 m. From B — BS at B = 0.705 m, FS at A = 1.540 m. True difference in elevation A and B:

A. 0.705 m
B. 0.835 m
C. 0.770 m
D. 1.540 m
Correct Answer: C. 0.770 m

📚 Detailed Explanation: Reciprocal Levelling Across River — True Difference = 0.770 m

Why C (0.770 m) is correct: Reciprocal levelling averages the two apparent differences observed from opposite banks. Apparent diff from A-side: 2.195 − 1.490 = 0.705 m; from B-side: 1.540 − 0.705 = 0.835 m. True diff = (0.705 + 0.835)/2 = 0.770 m.
Setup near A (instrument at A, long sight to B):
BS on A = 1.490 m → HI_A = RL(A) + 1.490
FS on B = 2.195 m → RL(B) from A = HI_A – 2.195 = RL(A) + 1.490 – 2.195
Apparent diff (A→B) = 2.195 – 1.490 = 0.705 m [B appears lower than A by 0.705 m]

Setup near B (instrument at B, long sight to A):
BS on B = 0.705 m → HI_B = RL(B) + 0.705
FS on A = 1.540 m → RL(A) from B = HI_B – 1.540 = RL(B) + 0.705 – 1.540
Apparent diff (B→A) = 1.540 – 0.705 = 0.835 m [A appears higher than B by 0.835 m]

True difference:
h = (0.705 + 0.835) / 2 = 1.540 / 2 = 0.770 m
A is 0.770 m higher than B.

Why the Two Apparent Differences Differ

Source of Error Effect from A setup Effect from B setup After Averaging
Collimation error Long sight to B; error in one direction Long sight to A; error in opposite direction Cancels out
Earth curvature Makes B appear lower (larger FS) Makes A appear higher (larger FS) Cancels out
Atmospheric refraction Partial correction; still imparts systematic effect Same systematic effect from other side Cancels out
  • Apparent diff from A-side: 2.195 − 1.490 = 0.705 m.
  • Apparent diff from B-side: 1.540 − 0.705 = 0.835 m.
  • True difference = (0.705 + 0.835) / 2 = 0.770 m; A is higher than B.

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