In the two peg-test method of a dumpy level the following observations were taken. Instrument Near A Instrument Near B Rod Reading on A 1. 475 m 0.918 m Rod Reading on B 1. 974 m 1. 254 m Determine the following: A. Difference in elevation between A and B. B. The correct reading on A with the instrument still set-up at B, if the line is not in adjustment. C. Error in the line of sight.

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

A:

Q: The following consecutive staff readings were taken with level and 5m staff at 70 m interval. The…

A: Given, Elevation at first point and last point= 80m and 84.96m

Q: The following staff readings were observed successively with a level. The instrument has been…

A: The objective of the question is to calculate the Reduced Level (RL) of all points using the plane…

Q: 1.find interval normal

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Q: Table Q2(b) shows booking of a two-peg test. i). Calculate the reduced levels of point B ii).…

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Q: The following consecutive readings were taken with a leveling instrument at intervals of 25 m.…

A: There are two methods of solving this problem. 1.Height of instrument method (HI method) 2.…

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.