Levelling table with inverted BS at Q: which option is INCORRECT?

Levelling data: Q BS=−3.45 RL=150 (BM, inverted); R IS=2.60; S BS=1.60 FS=2.25 (CP); T IS=1.85; U BS=2.15 FS=1.70 (CP); V FS=−2.35. Which option is INCORRECT?

A. HI at Station T is 145.90 m
B. RL of Station S is 144.30 m
C. RL of Station U is 142.35 m
D. HI at Station R is 146.55 m
Correct Answer: C. RL of Station U is 142.35 m

📚 Detailed Explanation: INCORRECT Option — RL of Station U is 144.20 m, Not 142.35 m

This question asks for the INCORRECT option. Station Q has an inverted staff (BS = −3.45 m). All four options must be verified by calculation.
Given: RL(Q) = 150 m, BS at Q = -3.45 m (inverted staff — negative)

Setup 1 (covers Q, R, S):
HI1 = RL(Q) + BS(Q) = 150 + (-3.45) = 146.55 m ← matches option D ✓
RL(R) = HI1 – IS(R) = 146.55 – 2.60 = 143.95 m
RL(S) = HI1 – FS(S) = 146.55 – 2.25 = 144.30 m ← matches option B ✓
[S is Change Point]

Setup 2 (covers S, T, U):
HI2 = RL(S) + BS(S) = 144.30 + 1.60 = 145.90 m ← HI for readings at T: matches option A ✓
RL(T) = HI2 – IS(T) = 145.90 – 1.85 = 144.05 m
RL(U) = HI2 – FS(U) = 145.90 – 1.70 = 144.20 m ← NOT 142.35 m → option C is INCORRECT ✓

Setup 3 (covers U, V):
HI3 = RL(U) + BS(U) = 144.20 + 2.15 = 146.35 m
RL(V) = HI3 – FS(V) = 146.35 – (-2.35) = 148.70 m (V has inverted FS)

Verification of All Options

Option Claim Calculated Value Verdict
A HI at Station T = 145.90 m HI2 = 145.90 m ✓ ✓ Correct
B RL of S = 144.30 m RL(S) = 144.30 m ✓ ✓ Correct
C RL of U = 142.35 m RL(U) = 144.20 m ✗ ✗ INCORRECT — Answer
D HI at Station R = 146.55 m HI1 = 146.55 m ✓ ✓ Correct
  • Inverted BS at BM: RL + (−BS) gives a lower HI than the BM elevation.
  • RL(U) = 145.90 − 1.70 = 144.20 m, not 142.35 m — option C is INCORRECT.
  • The error in option C is 144.20 − 142.35 = 1.85 m, which equals IS at T — likely a computational mix-up.

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