What are the coordinates of station P?

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: 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: What is the purpose of a total station in surveying?

A: An advanced surveying tool called a total station is used in many land surveying and construction…

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: The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior…

A:

Q: Express the following zenith distance as a vertical angle: 108°15'45”

A:

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)…

Q: How is a total station used in modern surveying?

A: A total station is a sophisticated surveying instrument that integrates the capabilities of an…

Q: 13.27 The GNSS determined height of a station is 32.485 m. The geoid height at the point is -…

A: The given data is:h=height of a station=32.485 mN=geoid height at the point=-22.164 m

Q: What are the geocentric coordinates in meters of a station in meters which has a latitude of…

A: Consider the given data and ellipsoid value

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.