1. For the given set of data of differential leveling as shown in the tabulation: Station Backsight (m) Foresight (m) IFS (m) Elevation BM1 1.24 837.65 1 2.35 2 1.76 2.50 4 2.73 3.00 2.72 7 1.93 8 1.05 TP2 2.06 2.78 0.68 10 0.98 11 1.29 12 2.45 13 2.67 BM2 2.36 a. Find the difference in elevation of Station 13 and Station 8 b. Find the difference in elevation of Station 11 and Station 4 c. Find the elevation of BM2

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: ➤ The following observations were recorded when carrying stadia level between two temporary bench…

A: First, we need to understand the problem and the data given. We are given the back sight, fore…

Q: STA BS HI FS ELEV BM1 2.883 130.016 127.133 ТР1 2.743 129.710 3.049 126.967 ТР2 2.855 129.876 2.690…

A: Leveling is the linear measurement process in which we establish the leveling instrument and…

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.