In order to determine the stadia interval factor of a transit on the field, the transit was set up at a certain point on the ground. Observations were made on the rod placed at a distance of 100 m from the instrument and the rod readings were 3.125 and 2.123 for the upper and lower stadia hair respectively. If the instrument interval used has an internal interior focusing telescope, what would be the stadia interval factor of the instrument?

Q: The following 8 linear measurements were taken over a relatively flat surface at different…

A: The measurements in the survey require some operations such as pointing, centering, and reading. As…

Q: 7. A horizontal collimation test is performed on an automatic level. With the instrument setup at…

A:

Q: 1. The surveying team at UTM can make taping measurements with an error of ±0.03 ft per 100-ft tape…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: 1. Use the simulation to create the pattern of equipotential lines shown below. 30 V 40 V 50 V 50 V…

A: There are two charges. Thus the polarities are positive with a total of two positive charges: The…

Q: Situation 3] From the measured value of distance XY, the following trials were recorded: Trials…

A:

Q: A field party is capable of making taping observations with a standard deviation of +/-0.003 m per…

A:

Q: If an EDM instrument has a stated accuracy of +-(2mm+3ppm) what error can be expected in a measured…

A: Given data in question  EMD instrument Accuracy Distance To find out  Error

Q: 1. What is the distance between the stadia hairs on the instrument's scope? (answer in mm) 2. What…

A:

Q: The error of curvature and refraction of distance 1243.36 m, is: Answer: Choose... +

A: Given distance = 124.36m = 0.12436 Km

Q: ngular misclosure at a 95% confidence level

A: Given:- 4 repititions transit To find:- angular misclosure at 95% confidence level

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.