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.
A two peg test is a test for error within a surveying level. This test gives a fairly accurate check for the amount of collimation error. Collimation error is the difference between what the level hairs in the scope say is level, and what is actually level. To run the test, put two "pegs" e.g. (PK nails, Leveling turtles, etc) 100' apart from eachother. Place the level halfway between the two pegs. Take readings on both pegs and find the difference in elevation. Move the level 20 past either peg and take readings from both pegs. Find the difference in elevation again. If the elevation is different from the first readings, there is a collimation error.
Sagging or hogging error
Most accidents are caused by human error such as not adhering to the rules
rror code e-86 for most topcons is a communication error between the instrument and the data collector. MOst common causes are a loose/bad cable or low batterypower in the collector.
Those are disturbing the line of measuring is called Obstacles. The actual length of the chain is become short or some time long. this error factor are removed by calculation after measuring the distance between then by as Total Distance = (difference in length of chain /original length of chain)* Measured Distance.
Collimation Error: Collimation error occurs when the collimation axis is not truly horizontal when the instrument is level. The effect is illustrated in the sketch below, where the collimation axis is tilted with respect to the horizontal by an angle α: Figure ( ) In this particular example, the effect is to read too high on the staff. For a typical collimation error of 20", over a sight length of 50m the effect is 5mm. If the sight lengths for back sight and foresight are equal, the linear effect is the same for both readings. When the height difference is calculated, this effect cancels: δh = (b + s. α) - (f + s. α) = b - f That is, the effect of the collimation error is eliminated if sight lengths are kept equal.
Is error comes when the line of sight does not coincide with the optical axis of theodolite.
is to eliminate collimation error
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.
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
A two peg test is a test for error within a surveying level. This test gives a fairly accurate check for the amount of collimation error. Collimation error is the difference between what the level hairs in the scope say is level, and what is actually level. To run the test, put two "pegs" e.g. (PK nails, Leveling turtles, etc) 100' apart from eachother. Place the level halfway between the two pegs. Take readings on both pegs and find the difference in elevation. Move the level 20 past either peg and take readings from both pegs. Find the difference in elevation again. If the elevation is different from the first readings, there is a collimation error.
The height of collimation is the height of the line of sight. It is the vertical distance of the horizontal plane through a telescope.
diaphragm
Collimation is used for telescopes to make sure the telescopes are perfectly aligned. The reflector will not produce the best image if the aligned is not just right.
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.
(Positive Beam Limitation) Yehoshua will not save you're soul. Salvation is an illusion.
These should be asked as individual questions. Some do not have exact antonyms.