hat is the estimated error of an EDM instruments having specified errors of ( 4 mm + 4 ppm) in measuring ?distance 7.1754 km

Q: What is the standard deviation of the adjusted value for the following set of 10 distance…

A: Given: The number of observations is 10. The data of observation is 532.688, 532.682, 532.682,…

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: Situation 3] From the measured value of distance XY, the following trials were recorded: Trials…

A:

Q: If an EDM instrument has a stated accuracy of +-(2mm+3ppm) what error can be expected in a measured…

A: Given data in question  EMD instrument Accuracy Distance To find out  Error

Q: The distance between point A and B was measured 15 times. The mean of the 15 measurements is…

A: Given data- Sample size n = 15Mean=124.555'Standard deviation σ= 0.500'To Find-The 50% Error E

Q: What is the estimated error of an EDM instruments having specified errors of ±(7 ?mm + 6 ppm) in…

A:

Q: A distance AB is observed repeatedly using the same equipment and procedures, and the results, in…

A: The most probable length is given by the mean of measurements. Therefore the most probable length x…

Q: The error of curvature and refraction of distance 1243.36 m, is: Answer: Choose... +

A: Given distance = 124.36m = 0.12436 Km

Q: ngular misclosure at a 95% confidence level

A: Given:- 4 repititions transit To find:- angular misclosure at 95% confidence level

Q: The upper, middle and lower hair reading is 2.45 m, 1.86m, and 1.27 m respectively. Determine the…

A: Determine the horizontal distance from the instrument to the the observed point.

Q: In trying to minimise errors that come with using a tape in linear measurements, Mapalo suggested to…

A: frequency of 1.4985MHz was usedc = 299792458m/s, refraction index is  1.0003To finddetermine the…

Q: Using the method of sections, find the forces in members DG & GH: 50 kips B G D A E H K 2x3 ft C…

A:

Q: A transit with stadia interval factor of 100O.8 was set up at point C on the line between points A…

A: Consider the figure shown below.

Errors in surveying

An error in surveying is defined as the difference between two or more values of an identical quantity. However, the estimates are never accurate and there will always be a degree of variability regardless of the research tool or method used. These differences are known as errors that need to be reduced or eliminated to maintain certain levels of accuracy. Even if you carefully follow the prescribed test procedures, the considerations may contain errors.