From the field notes of a closed traverse shown for the linear error of closure and relative error. Station AB BC CD DE EF FA HOW, Distance 233.10 m 242.05 m 191.50 m 234.46 m 270.65 m 252.38 m Azimuth from North 122° 30' 85° 15' 20° 00' 333° 35' 254° 08' 213° 00'

Q: A closed traverse has the following dat LINE BEARING DISTANCE A-В S 15 36' W 24.22 B-C S 69° 11' W…

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Q: c) The following table gives the corrected latitudes and departures (in meters) of the sides of…

A: Using the DMD method and calculating the area of closed traverse PQRS:

Q: BS 5.36 FS 1.62 BS 8.11 FS 1.54 BS 7.32 FS 0.86 BM2 TP: TP, BM, Elevation 83.23

A: Given data in question  FS BS R.L of B.M1 To find out  Plot the data

Q: A survey is performed on a closed traverse as shown in the figure below. The course of the traverse…

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Q: A profile leveling was conducted by a surveyor. Observation was recorded and tabulated below. STA BS…

A: To Determine The elevation of each station and the error of closure in measurement. Given Elevation…

Q: The following are the observed data for an open compass traverse. Adjust the observed directions and…

A: Traverse- It is a series of lines along which the execution of the compass survey takes place. It is…

Q: 1.. Determine the distance between survey stations R and S, which are separated by a body of water.…

A: We are given Angle R-ST = 67o11'39" Angle T-RS = 33o49'38" We know that sum of angles in a triangle…

Q: At a resection point P, the following horizontal angles were observed to three control poi L, M and…

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Q: a) a closed traverse survey involved measurements of angels (using theodolite) and distances between…

A: To Determine Correct the closing errors in angular measurements and in northing and easting (of the…

Q: Provide Complete Solution The table below are the observation of a three-wire leveling from BM1 to…

A: this question is from surveying lets see how to solve the solution .   there are BS & FS…

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.