From the given differential leveling notes, compute the: a.) Elevation at each turning points. b.) Elevation of Benchmark 2 (BM2). c.) Difference in elevation between the two benchmarks. d.) Difference in elevation between TP3 and TP6. STATION BS HI FS ELEVATION BM1 1.285 100 M TP1 2.314 2.345 TP2 1.562 1.301 ТРЗ 2.721 2.380 TP4 0.895 1.789 ТР5 2.645 2.456 TP6 3.125 0.764 TP7 0.865 0.897 BM2 2.987

Q: Please perform the analysis to find the elev of BM 2.  Also find the error, indicate the order and…

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Q: Reduce the set of differential leveling notes in Table 2-11, and perform the arithmetic check.…

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Q: 10. Complete the following table using the knowledge obtained in class about differential leveling…

A: Given Data Total 5 stations has been given and we are asked to calculate the Elevations, adjusted…

Q: B.M=0.740m 0+00 A 1.50m 0+05 B 1.54m 0+10 с 1.865m 0+05 1.715m 0+02.5 1.80m 0+15 D 2.565m 0+02.5-…

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Q: 4. The slope distance (L1) measured between A and B is 28.533m. Determined the correction necessary…

A: Correction = True value - Measured value  In given question ,  Horizontal equivalent = true value…

Q: he elevation of BM 132 is known to be 153.236 m. The length of the level run was 780 1, with each…

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Q: in meter were obtain center line of natural ground of a road. The elevation of de Line RL 148.4 m…

A: Rise and Fall method is used to find the level at each station Here the Road level at station 0+00…

Q: DIFFERENTIAL LEVELING For the given differential level notes. Determine the station with the highest…

A: Differential Levelling

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.