Following are the stadia intervals and vertical angles for a transit-stadia traverse. The elevation of station A is 467.08m, stadia interval factor is 99.95 and stadia constant is 0.31m. Rod readings are taken at height of instrument. Compute the length of each course, the traverse length, and the elevations of the traverse stations. STA OCC STA OBS STADIA INTERVAL VERTICAL ANGLE A 2.595 0°46' B C 1.333 8°15' B 1.322 -8°16' с D 3.803 -2°25' C 3.787 2°20' D E 2.192 -1°33' length and elevation of each course (based on the mean result of backsight and foresight computations in some segments) in meters Length AB : in meters Length BC: in meters Length CD: in meters Length DE: in meters Total traverse: Elevation B: Elevation C: Elevation D: in meters in meters in meters in meters

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

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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: The included angle of a closed traverse ABCDEA are measured to be < A = 45°30', < B = 66°20', < C =…

A: A closed traverse ABCDEA-Angle measurements-To Find-The value of the angular misclosure (m).

Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

A: Solution Since two bearings are missing, join stations D and F to form a closed traverse Find the…

Q: 11. PRACTICE PROBLEMS ri- are of 1. The interior angles shown were measured for a five- sided closed…

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Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

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Q: Q1). The interior angles and lengths are given in below table, were obtained in a closed- loop…

A: Easting of point A = 2500 Northing of point A = 3000 Required : 1- The correct coordinates of all…

Q: Length (m) Internal Correction Corrected angle Station Int. angle 17.098 130 18'45" | 102.925…

A: Interior included angle = Back bearing of the preceding line - fore bearing of succeeding line…

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'…

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.