1. Given the following notes for a closed traverse. Determine the area of the traverse if...
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1. Given the following notes for a closed traverse. Determine the area of the traverse if the known station of point A are 250.00m (latitude) and 300.00m (departure) LINE AB BC CD DE EA SUMS ADJUSTED LATITUDE (+) N (-) S 352.00 23.40 285.30 +660.70 558.20 102.50 -660.70 ADJUSTED DEPARTURE (+) E (-) W 395.60 591.60 78.30 +1065.50 746.30 319.20 -1065.50 2. A series of perpendicular offsets were taken from a base line to a curved boundary line. These offsets were taken 3.5 meters apart and were measured in the following order: 0.8, 3.6, 4.7, 5.3, 3.9, 2.7, 4.6, 5.5, 4.9, 7.6, 8.8, 5.4, and 6.1 meters. Using the trapezoidal rule, determine the area included between the base line, the curved boundary, and the end offsets. 3. A theodolite is set up at one end of a level base line 150.0m long. The line is marked by stakes at every 30.0m and a stadia rod is held at each stake. The stadia intercept at each location of the rod is observed as follows: 0.302, 0.600, 0.899, 1.207 and 1.506 meters respectively. Compute the stadia interval factor (K) for each distance and also determine the average value of K. 1. Given the following notes for a closed traverse. Determine the area of the traverse if the known station of point A are 250.00m (latitude) and 300.00m (departure) LINE AB BC CD DE EA SUMS ADJUSTED LATITUDE (+) N (-) S 352.00 23.40 285.30 +660.70 558.20 102.50 -660.70 ADJUSTED DEPARTURE (+) E (-) W 395.60 591.60 78.30 +1065.50 746.30 319.20 -1065.50 2. A series of perpendicular offsets were taken from a base line to a curved boundary line. These offsets were taken 3.5 meters apart and were measured in the following order: 0.8, 3.6, 4.7, 5.3, 3.9, 2.7, 4.6, 5.5, 4.9, 7.6, 8.8, 5.4, and 6.1 meters. Using the trapezoidal rule, determine the area included between the base line, the curved boundary, and the end offsets. 3. A theodolite is set up at one end of a level base line 150.0m long. The line is marked by stakes at every 30.0m and a stadia rod is held at each stake. The stadia intercept at each location of the rod is observed as follows: 0.302, 0.600, 0.899, 1.207 and 1.506 meters respectively. Compute the stadia interval factor (K) for each distance and also determine the average value of K.
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Solution 1 To determine the area of the traverse we need to calculate the sum of the products of the ... View the full answer
Related Book For
Elementary Surveying An Introduction to Geomatics
ISBN: 978-0273751441
13th Edition
Authors: Charles D. Ghilani, Paul R. Wolf
Posted Date:
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