Calculate the area of closed traverse

Q: The easting coordinate for a point is 632,506.084 m. What is the coordinate using the(a) Survey foot…

A: Given point is 632,506.084m (a) Survey foot definition Here, 1m=39371200 sft Now convert the point…

Q: The (X,Y) coordinates (in feet) for a closed-polygon traverse ABCDEFA follow: A (460.88, 139.31), B…

A:

Q: Corrected Latitude The initial latitude for 'S 30°-51'-47" E 249.50' is: -214.1698 The residual for…

A: Surveying : a field of practical mathematics dealing with calculating the area of any piece of the…

Q: What is equipotential lines?

A: Equipotential lines:

Q: Triangulation stations B, C, D, and E (forming a 4-sided polygon) are established with lengths…

A:

Q: Given the following data for a closed traverse in which the lengths of sides CD and DE are unknown…

A: Let the length of CD = LCD Let the length of DE = LDE

Q: Where did 50.04 come from?

A: Where did 50.04 come from??

Q: 3) The coordinates of a four-sided polygon traverse RSTUR as follows Point mE mN A 679.11 775.87 В…

A: DMD means the Double Meridian Distance. Double meridian distance is used to determine the area of…

Q: Given the following data of a balanced closed traverse, determine the area by the Double Meridian…

A: The data of a closed traverse is given. We have to determine the area of closed traverse by DMD…

Q: SURVEY ENGINEERING A survey monument is installed at STA 12+55.25'. The monument needs to be moved…

A: Given: Current Station = STA 12+55.25’ Increase in station = 177 in

Q: What is the length the PRN code for the GPS C/A code signal?  How much is that in metres?

A: Pseudorandom noise (PRN) codes are an important element of code division multiple access (CDMA)…

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.