Bearing Angle Traverse Given the tabulated measurement of a closed traverse with unknown length and bearing of line EA, determine the following: The Latitude and Departure of each Line.  The Length of Line EA.  The Bearing of Line EA.  Plot the Traverse.  Line Length Bearing AB 585.730 m S 47°10’ E BC 496.080 m N 65°38’ E CD 999.900 m S 79°52’ E DE 795.340 m N 55°25’ E EA Unknown Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.   Note: Please be accurate in providing solution. Thank you so much.

Q: Distance, m N 15deg 37' E S 77 deg 30' E S 77deg 36' E S 3deg 19' W N 73deg 37' W S 73deg 31 W N…

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Q: 6) Balance the departure and latitude using compass rule. complete solution. Show COURSE LENGTH (m)…

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

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Q: Q2. Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings (b)…

A: For the given traverse, the included angles are given, and length of each line is given. The bearing…

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.