Q1: The following data were collected while running a closed traverse ABCDA. Calculate the missing data. Line Length (m) Bearing 330 AB 181°25 BC 89°50 CD 411 355°00 DA 827

Q: 1) Compare and contrast: a. Differential leveling and trigonometric leveling b. Trunnion axis and…

A: Compare and contrast A.  Differential leveling is used to find out the elevation between 2 points…

Q: What is the angular misclosure (closure of error) for the five-sided polygon traverse with observed…

A:

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: Find the angle CBD

A: Solution : Consider ∠CBD=α∠BDA=β∠BDC=r

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

A:

Q: What is the ratio of error if a closing errors of AN=0.03' and AE=0.04' over a close traverse of…

A: ∆N=0.03in ∆E=0.04in

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.