________ is a relatively permanent point of reference whose elevation w.r.t. some assumed datum is known.
Bench Mark
In the field of surveying, accurately determining and recording elevations is crucial for various engineering and construction projects. To achieve this, surveyors rely on established reference points. The question asks to identify a "relatively permanent point of reference whose elevation w.r.t. some assumed datum is known."
Let's break down the options provided to understand which one best fits the description:
Based on the definitions, a Bench Mark perfectly matches the description in the question:
Therefore, a Bench Mark serves as the fundamental control point for establishing elevations for various engineering and construction projects, ensuring consistency and accuracy in height measurements across different locations and times.
For the traverse given below, the benchmark is at ground point L. The Reduced Level (RL) of L is 150.000 m. The direction of the traverse is from L to N. The readings on levelling staff using the same levelling instrument kept at Stations S1 and S2 during the traversing are shown in the figure.

| Column 1 | Column 2 |
|---|---|
| (P) 3.300 m | |
| (I) Sum of Back Sights | (Q) 2.500 m |
| (II) Sum of Fore Sights | (R) 150.300 m |
| (III) RL of Point N | (S) 3.000 m |
| (T) 150.500 m |
Matching the information given under Column 1 and Column 2, which one of the following options is CORRECT?
Which of the following errors can be eliminated by reciprocal measurements in differential leveling?
I. Error due to earth curvature
II. Error due to atmospheric refraction
Which of the following is the CORRECT ratio of refraction correction to curvature correction?
The following sights are taken on a “turning point”
If the bench mark is 560.50 m. and height of instrument is 561.365 m. then, what will be back sight ?