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Question

Bench mark is established by -

The correct answer is

Spirit levelling

Understanding Benchmarks and 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.

Levelling Methods for Establishing Benchmarks

Let's examine the levelling methods provided in the options and how they relate to establishing benchmarks:

  • Spirit Levelling: This is the most common method for determining differences in elevation precisely. It uses a spirit level to ensure the line of sight of the telescope is horizontal. By taking readings on graduated staffs held at different points, the relative elevations can be calculated accurately. Spirit levelling is particularly suited for establishing high-accuracy benchmarks over relatively flat or gently sloping terrain. It is considered the standard method for creating fundamental benchmarks by national geodetic surveys.
  • Hypsometric Levelling: Also known as barometric levelling, this method determines elevation based on the relationship between atmospheric pressure and altitude. As altitude increases, atmospheric pressure decreases. While useful for quick elevation checks over large areas or rough terrain, it is significantly less accurate than spirit or trigonometrical levelling due to variations in temperature, humidity, and atmospheric conditions. It is not suitable for establishing precise benchmarks.
  • Barometric Levelling: As mentioned above, this is the same as hypsometric levelling. It relies on barometers to measure air pressure differences, which are then converted to elevation differences. Its low accuracy makes it unsuitable for establishing primary benchmarks.
  • Trigonometrical Levelling: This method determines elevation differences using trigonometric principles. It involves measuring the vertical angle to a point of known elevation and the horizontal distance to that point. With these measurements, the elevation difference can be calculated using trigonometry (e.g., $\text{Elevation Difference} = \text{Horizontal Distance} \times \tan(\text{Vertical Angle})$). While more accurate than barometric levelling and useful for steep terrain or across obstacles like rivers, it is generally less accurate than precise spirit levelling, especially over short distances, because the accuracy depends heavily on precise vertical angle and distance measurements and accounting for earth curvature and atmospheric refraction. It is sometimes used for secondary benchmarks or checking purposes.

Why Spirit Levelling for Benchmark Establishment?

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.

Conclusion on Benchmark Establishment

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.

Revision Table: Comparing Levelling Methods

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)

Additional Information on Benchmarks and Vertical Control

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.

  • Types of Benchmarks: Benchmarks can range from fundamental benchmarks established with the highest precision by national agencies to temporary benchmarks set up for specific construction projects.
  • Datum: The elevation of a benchmark is referenced to a specific datum, most commonly Mean Sea Level (MSL). Different countries or regions may use different definitions of MSL or other local datums.
  • Benchmark Stability: Benchmarks are ideally placed in stable locations (like bedrock or stable structures) to prevent their elevations from changing over time due to ground movement, frost heave, or other factors.
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Important Questions from Levelling

  1. 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.

  2. The dumpy level is most suitable for levelling survey:

  3. Levelling in which staff and readings and the distance between the points is required is called:

  4. Which level has internal compensator mechanism to automatically adjust the line of sight?

  5. Which of the following is a correct statement with reference to determining reduced level of a point using rise and fall method?

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