It want to define a tunnel between two points (A and B) that cannot be seen between them. To overcome this difficulty, it chose a traverse that connects between these two points, and the longest and angles were measured as in the table below. The tunnel length (AB) and angle were required to calculate? Line Length (m) Azimuth AD 472 78°35'00" DC 2284 10°20'00" CB 910 274°15'00" AB

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B ANS N, m…

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Q: The adjusted bearings and distances for the four-sided traverse ABCD are provided in the table…

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Q: For the given traverse, do the following: 1. Find the distance of CD and DE. 2. Find the Area of the…

A: We have to find the length of line CD and DE

Q: 7. Compute the AL and the Ad for each leg of the traverse shown below. Show the EL and the Ed as…

A: Asked: To determine the sum of latitudes ∑L and departures ∑D for given traverse.   Given:…

Q: For the volume from grids of spot heights, compute the Eh1 of the below ground elevation, if .you…

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Q: Problem #1 In HW 5, Problem #3, a closed traverse (J-K-L-M-N-J) was adjusted based on field measured…

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Q: he elevation of BM 132 is known to be 153.236 m. The length of the level run was 780 1, with each…

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Q: Plot the following ground obstructions on an obstruction diagram.From an azimuth of 65° to 73° there…

A: Given:- A ground obstruction is given  An azimuth of the ground obstruction =  65° to 73° The…

Q: 14. What is the angular misclosure of a five-sided polygon traverse with observed angles of…

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Q: Line Length(m) Azimuth DA 500 2100 DC 2000 450 СВ 1000 270° АВ ? ?

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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.