it is line set out by the optical axis of the instrument ( level). so it is just an imaginary line that describes the ray of light that allowes us to read different values from the leveling staff. this term arose from the fact that in differential leveling in surveying we must construct horizontal line of sight, but due to collimation error the collimation line (i.e. line of sight) will not be 100% horizontal (by horizontal we mean tangent the level surface at the instrument position), instead it will be slightly deviated. so what we are looking to achieve when we eliminate the collimation error (using the 2 peg test) is a horizontal line of collimation.
to levelling the soil.
The answer will depend on what is required for the 464 sq feet: painting it, concreting it, tiling it, levelling it, etc.
A line of best-fit.
A straight line, a telephone line, a shipping line, a fishing line.
A line intersect is a point on a line where another line or object crosses the line.
This term is used in surveying. 'Height of collimation' means height of instrument.Generally this term is used while doing levelling i.e. Measuring elevation of given point.
there are few types of errors in levelling...... these arr...... 1- instrumental error 2- collimation error 3- errors due to curvature and refraction 4- some other errors also
The line of collimation in surveying is an imaginary line that extends from the objective lens of a surveying instrument to the crosshairs in the telescope. It helps ensure the instrument is properly aligned and level for accurate measurements. By keeping the line of collimation straight and horizontal, surveyors can minimize errors in their readings.
The height of collimation is the height of the line of sight. It is the vertical distance of the horizontal plane through a telescope.
error in alignment between the optical axis of a telescope & the declination. it is line set out by the optical axis of the instrument ( level). so it is just an imaginary line that describes the ray of light that allows us to read different values from the leveling staff. this term arose from the fact that in differential leveling in surveying we must construct horizontal line of sight, but due to collimation error the collimation line (i.e. line of sight) will not be 100% horizontal (by horizontal we mean tangent the level surface at the instrument position), instead it will be slightly deviated. so what we are looking to achieve when we eliminate the collimation error (using the 2 peg test) is a horizontal line of collimation.
Is error comes when the line of sight does not coincide with the optical axis of theodolite.
Collimation error in surveying occurs when the line of sight of the instrument is not aligned properly with the target, leading to inaccurate measurements. This error can result from instrument misalignment, leveling issues, or improper sighting techniques. Regular calibration and adjustment of the instrument can help minimize collimation errors in surveying work.
The purpose of adjusting the tilting level is to ensure that the line of sight is horizontal and remains accurate despite any collimation errors that may occur. By correcting for collimation error, the leveling instrument can provide accurate and reliable measurements for various surveying and construction applications. Adjusting only for collimation error helps maintain the integrity of the leveling process and ensures that the instrument performs as intended.
levelling
diaphragm
basically two types of levelling.. 1.Direct Levelling 2.Indirect Levelling. further they can be classified as well.
there are commonly five tpes of levelling:- 1.simple levelling 2.differential 3.reciprocal levelling 4.profile levelling 5.cross section levelling