The dumpy level is most suitable for levelling survey:
on flat terrain
Levelling is a crucial surveying process used to determine the relative heights or elevations of different points on the Earth's surface. A dumpy level is a traditional optical instrument widely used for carrying out levelling surveys.
The dumpy level is known for its simple and robust construction. It consists of a telescope rigidly fixed to its supports. To take a reading, the instrument must be set up over a point, and its base plate must be carefully levelled using levelling screws and a spirit bubble. Once levelled, the telescope is horizontal, and readings are taken on a graduated staff held vertically at different points.
The effectiveness and efficiency of using a dumpy level can vary significantly depending on the nature of the terrain where the levelling survey is being conducted. Let's consider the options:
Considering the characteristics of the dumpy level – its requirement for careful levelling at each station and the need for clear, relatively long sights for efficiency – it is most advantageous to use it on terrain where these conditions are met easily. Flat terrain best fits these requirements, allowing for productive and accurate levelling surveys with fewer setups and less effort in instrument levelling.
| Terrain Type | Dumpy Level Suitability | Reasoning |
|---|---|---|
| Flat terrain | Most suitable | Allows long sights, requires fewer setups, easier instrument levelling. |
| Hilly areas | Less suitable | Requires shorter sights, more frequent setups. |
| Steep slope | Least suitable | Requires very short sights, many setups, highly inefficient. |
| Forest areas | Challenging | Obstructions block line of sight, difficult to use any level effectively. |
While the dumpy level is a basic instrument, other types of levels exist which might be better suited for different situations:
The choice of levelling instrument depends on the required accuracy, the type of terrain, the project scale, and efficiency considerations.
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.
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?
Bench mark is established by -
Which of the following is a correct statement with reference to determining reduced level of a point using rise and fall method?