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- Subject: Surveying Latitude Departure Linear error of closure Relative error of closure Offsetvertical aerial photo is exposed at 3910 ft above mean sea level using a camera having an 88.9 mm focal length. A triangular parcel of land that lies at elevation 850 ft above sea level appears on the photo, and its sides measure 39.5 mm, 28.9 mm, and 27.7 mm, respectively. What is the approximately area of this parcel in acres? 3. On a vertical photograph, image a and b of ground points A and B have photographic coordinates X = -12.68 mm, Ya = 70.24 mm, Xo = 89.07 mm, and yo = 92.41 mm. The horizontal distance between A and B is 1317 m, and the elevation of A and B are 382 m and 431 m above datum, respectively. Calculate the flying height above datum if the camera had a 152.5 mm focal length?Interior Angle Traverse The observed interior angles of a closed traverse are as follows: A, 153° 30’00”; B, 58°20’20”; C, 139°19’00”; D, 78°21’20”; E, 110°28’00”. Determine the angular closure and adjust the measured angles by assuming the angular error is of the same amount at each station. Tabulate values accordingly. Draw a complete and detailed sketch Show complete solution Write eligible
- _ Define and briefly explain Tachometry. _Enlist the different instruments used in Tachometric survey.When conducting a traverse survey, what are the precautions for selecting a traverse point? (Check) 3 (multiple choice questions) □ A. The side length of the wire should be uniform □ B. Adjacent wire points should see each other □ C. The location of the wire point should be convenient for the survey area Back D. Choose a wide field of view □E. Can use the unchangeable objects to work the guide pointGiven in the table below is the technical descriptions of a transit-tape survey of a closed traverse. LINE DISTANCE (m) BEARING 1 – 2 56 S 500 15’ E 2 – 3 50 S 400 25’ E 3 – 4 30 S 600 45’ W 4 – 5 43 N 580 20’ W 5 – 6 46 N 560 40’ W 6 – 1 49 N 440 30’ E Determine the area enclosed by the traverse by: Using triangles, Double meridian distance method, and Double parallel distance method.
- Surveying Question: A three sided closed traverse returns to the same point. The details of the traverse are given in the attached image. The azimuth of AB is 118.34o. Find the corrected angles to the right, and the order and class of the survey. The given K values are: First order: 1.7" Second Order Class 1: 3" Second Order Class 2: 4.5" Third Order Class 1: 10" Third Order Class 2: 20"TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two diff. traversesIn a topographic survey, three triangulation stations A, B, and C are sighted from point P. The distance between the stations are AB = 500m, BC = 300m, and CA = 450m. At P, the angle subtending AC is 45o while for BC is 30o. If the azimuth of AC is due North, find the azimuth and distance PA.