13. A surveyor needs to determine the coordinate of an inaccessible location, point C. Setting up point A, they sight point B (due east of point A) and set 0 on their total station. The measured distance between A and B is 400 m. The surveyor points the total station at point C (north of point B and east of point A) and reads an angle to the right of 340°20'15". Given that the UTM coordinate of point A is 680100.455 mE, 4912081.750 mN (UTM 17T, NAD83) what are the coordinates of points B and C?

Q: b) Table Q4(b) shows coordinates of points ABCD, which is a boundary of a closed traverse, taken…

A: Table for coordinates Circumference of sphere = 40074 kmTo determine: Perimeter of closed traverse

Q: Triangulation stations B, C, D, and E (forming a 4-sided polygon) are established with lengths…

A:

Q: 11. If the balanced latitudes and departures are given for the following traverse, what are the…

A: Given data- To Find- The coordinates of the remaining two points.

Q: Problem 1 (10 points) The following interior angles of a triangle traverse were measured with the…

A:

Q: There is a three sided plot of land that you need to define. Based upon your field measurements with…

A: Calculating the closure error is necessary to determine whether the closed traverse meets Ohio's…

Q: An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method.…

A:

Photogrammetry

Photogrammetry is a technology of taking measurements of physical objects present in the environment, using photographs. It includes the process of recording and analyzing a three-dimension image in the two-dimension form. Photogrammetry was invented around 150 years ago in 1851 by Aimé Laussedat, he was also known as the father of photogrammetry, but this method was not in use until 50 years after its invention. This method was first used in Germany by Dr. Albrecht Meydenbauer in 1893 who was the director of the Royal Prussian Photogrammetric institute founded by him.