Given the following data for a closed traverse. LATITUDE -S LINE DEPARTURE +E -W 18.01 551.14 318.76 AB BC CD DE EA 80.81 190.47 30258 15.23 409.36 111.82 222.13 [ Select ] Determine the linear error of closure of closed traverse. [ Select ] If the total length of the traverse is 1885.00 m, Determine the relative error of closure of traverse 883

Q: 11. A closed traverse has the following data: Using transit rule, find the corrected bearing of line…

A:

Q: c) The following table gives the corrected latitudes and departures (in meters) of the sides of…

A: Using the DMD method and calculating the area of closed traverse PQRS:

Q: Surveying Question: A three sided closed traverse returns to the same point. The details of the…

A: Measured values of exterior angles of closed triangular traverse are given

Q: 4) What is the Error per angle and Error of closure based on the below sketch for the loop traverse?

A:

Q: From the field notes of a closed traverse shown for the linear error of closure and relative error.…

A: Given: STATION DISTANCE (m) AZIMUTH AB 233.10 122° 30' BC 242.05 85° 15' CD 191.50 20° 00'…

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.