Difficulty: Easy
Correct Answer: All of the above
Explanation:
Introduction / Context:In differential levelling, the first staff reading after setting up the level is usually a back sight (BS). Correctly identifying and calculating with BS ensures accurate transfer of elevations from a known benchmark to new points. The question verifies understanding of what a BS is, how it produces height of instrument (HI), and sign conventions for special cases like inverted staff readings.
Given Data / Assumptions:
Concept / Approach:A back sight establishes the height of the collimation (HI). If RL_known is the reduced level of the point and BS is the staff reading, then HI = RL_known + BS for a normal upright staff. For an inverted staff (held upside down), the reading represents a vertical offset below the line of sight and is algebraically negative in the levelling computation.
Step-by-Step Solution:
Identify BS: first reading on a known point (benchmark, change point) → establishes HI.Compute HI: HI = RL_known + BS (upright staff).Handle inverted staff: treat the reading as negative, so HI = RL_known + (−BS_magnitude).Use HI to compute fore sights (FS) to obtain RLs of new points: RL_new = HI − FS.Verification / Alternative check:Levelling field books consistently show BS in the BS column, added to the RL of the known point to get HI; any inverted-reading entries are specially marked and signed to avoid mistakes.
Why Other Options Are Wrong:
Common Pitfalls:Confusing BS and FS; forgetting to reverse the sign for inverted staff; mixing instrument change (IC) entries leading to incorrect HI carry-over; omitting arithmetic checks (sum of BS − sum of FS = last RL − first RL).
Final Answer:All of the above
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