Bowditch's rule. Calculate latitudes, departures and closing error for the following traverse conducted at Allahabad. Adjust also the traverse using Line AB BC CD DE EA Length (m) 89.31 219.76 151.18 159.10 232.26 W.C.B 45°10 72005 161°52 228°43 300 42

Q: 3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted…

A: Data givenFind:(a) Angular error(b) Traverse accuracy(c) Adjusted coordinate(d) Adjusted distance(e)…

Q: 1) Compute and Tabulate for the following closed-Polygon traverse a) preliminary azimuths (b)…

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Q: Given the following Northing and Easting, use the COORDINATE METHOD to se area of this traverse:…

A: Given data: X1=931.45      Y1=1073.02X2=877.47      Y2=1101.8X3=1000         Y3=1000

Q: Part B Calculate the y-coordinates for the other stations. Express your answers, separated by…

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Q: Calculate the latitudes, departures and closing error for the following traverse ABCDA. Adjust also…

A: Line length(m) Azimuth(AZ) Lattitude Departure AB 210.05 44° 31' 10'' 149.76 147.27 BC 241.95…

Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

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Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.