Q4) Answer Only Two Questions From The Following: a) The line of sight from two stations A and B just grazes the sea level. If the height of A and B above sea level are 100 and 150 m respectively, find the distance AB (diameter of earth 12880 km). A D,- Dz- h-150m h,=100m

Q: The following data were obtained by stadia measurement. If the height of the instrument is 1.362m…

A: K=96.8m C=0.3m S1=2.216m S2=1.06m

Q: Given the radius distance (R) of a horizontal curve = 950.00' Delta (A) = 14°-00'-00" %3D What is…

A: The given data is: The radius distance (R) of a horizontal curve=950.00' Delta (∆)=140-00'-00"…

Q: Given the following data: Azimuth A to B = 50° 00' 14", with a o value of 5" Distance A-B = 76.810…

A: Azimuth : The azimuth is the angle formed by the projected vector and a reference vector on the…

Q: H D Z G O P -ye- E Ze Xe F B y A X For the diagram above, given that coordinates G = (0, 0, 0.04), E…

A: E (0.08, 0.2, 0.04)D (0.08, 0 , 0)NOTE : As per guidelines, first 3 parts are solved. Request you to…

Q: With the line of sight horizontal, solve for the stadia constant given the following? Station…

A:

Q: A vector, F , has components F--286.9 N andF, = 410.6 N. What is the angle made with the horizontal?…

A:

Q: Problem no. 1: The difference in elevation between observed points A and B is 47 m and the…

A:

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

A:

Q: stadia

A: This question is from Surveying.

Q: Determine the slope length (L) between two points given the following information: Horizontal…

A:

Q: In the figure above, he, hr, z and the measured slope length L were 1.40 m, 1.55 m, 96∘05'33" and…

A: Reference : Survey Engineering, Distance measured by Total stationRefer above figure ; (mentioned in…

Q: Problem 1: If the elevation of point A is 9.722m, elevation of point B= 30.194m, slope distance is…

A:

Q: Q: Find the distance x in fig below, use the common intensity method as (i= 1200/1+90) x 150 m Sewer…

A: Given the additional details, we can focus on calculating the time of concentration and ultimately…

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.