Staff readings on pegs x and y from X station are 1.755 m and 2.850 m, bläi 7 and from station Y on staff head at Y and X are 0.655 m and 1.560 m. If reduced level of X is 105.5 m, the * reduced level of Y is 105.5 m O 104.5 m 105.0 m 104.0 m O

Q: The readings given below were made with a tacheometric theodolite having a multiplying constant of…

A: Given data:- Multiplying constant, K=100 Additive constant, C=0 Reduced level at station A = 100.0 m…

Q: What is required is to find all the missing values ​​in the table below for one of the successive…

A: St. B.S I.S F.S Rise Fall Elevation Remark 1 3.150         219.965   2 1.770   3.85   0.700…

Q: B: Find the elevation of point (B) from the figure (2) that showing below : Fig. (2) 1.48 m IR Elev.…

A: Draw the given figure:-

Q: DIFFERENTIAL LEVELING For the given differential level notes. Determine the station with the highest…

A: Differential Levelling

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.