Bench mark is established by -
Spirit levelling
A benchmark is a relatively permanent point of known elevation above a specified datum (like Mean Sea Level). Benchmarks are crucial reference points used in surveying and engineering for establishing elevations for construction, mapping, and other projects. The accuracy of these benchmarks is very important.
Establishing a benchmark involves determining its precise elevation. This is typically done using levelling techniques. Different types of levelling methods are used depending on the required accuracy, terrain, and distance.
Let's examine the levelling methods provided in the options and how they relate to establishing benchmarks:
Comparing the methods, Spirit levelling provides the highest accuracy among the given options for determining elevation differences over typical benchmark establishment distances. National geodetic agencies and surveyors rely on precise spirit levelling techniques to establish and maintain the network of fundamental and secondary benchmarks that serve as the vertical control for vast areas. The precise and direct measurement of elevation differences using a horizontal line of sight makes spirit levelling the preferred method for setting up reliable and accurate benchmark points.
Based on the principles and accuracy of the different levelling methods, Spirit levelling is the standard and most accurate technique used for establishing precise and reliable benchmarks.
| Method | Principle | Typical Accuracy | Suitability for Benchmark Establishment |
|---|---|---|---|
| Spirit Levelling | Horizontal line of sight and staff readings | High (Millimeters to Centimeters) | Excellent (Standard for primary benchmarks) |
| Hypsometric/Barometric Levelling | Atmospheric pressure vs. altitude | Low (Meters) | Poor (Only for rough checks, not establishment) |
| Trigonometrical Levelling | Vertical angles and distances (Trigonometry) | Moderate to High (Depends on distance and measurements) | Good (Used for secondary benchmarks, difficult terrain) |
Benchmarks form part of a larger vertical control network. This network is a system of points with known elevations that are used as reference for all surveying, mapping, and engineering projects within an area. The accuracy of benchmarks directly impacts the accuracy of all subsequent height measurements derived from them.
Calculate the true reduced level (m) of a point A after correcting the refraction and curvature. The staff reading at the point taken from an instrument set at a distance of 2 km from the point A is 2.56 m. The staff reading from the same station on a bench mark of reduced level is 100 m is 1.34 m.
The dumpy level is most suitable for levelling survey:
Levelling in which staff and readings and the distance between the points is required is called:
Which level has internal compensator mechanism to automatically adjust the line of sight?
Which of the following is a correct statement with reference to determining reduced level of a point using rise and fall method?