A 2-minute error in reading an angle means that a point that is set 50 feet away is off by 1. 0.29 2. 0.30 3. 0.03 4. 0.003

Q: 2. Compute the initial and corrected latitudes and departures below. Azimuth (°) Length (ft)…

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Q: 4. Calculate the elevation for stations along an irrigation canal. Elevation of BM1 is 646.52 and…

A: The forward and backward sights of different stations are givenThe elevation of BM1 = 646.52 The…

Q: Question 6 Lay out the traverse for the following. Does it close? What is the angular error? Station…

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Q: Compute the azimuth, deflection angles, angles to the right and the interior angles of all the lines…

A: Given data To find the Azimuth and deflection angles and interior angles of the vertices

Q: Four interior angles of a five-sided polygon traverse were observed as A = 110°4759", B =…

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Q: How do you add or subtract a stationing to a meters? 50+000 - 51.81 =    And how it solve this,…

A: We have, 50+000 - 51.81 = ? Stationing is done with a reference point and stationing is along the…

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.