UPVOTE WILL BE GIVEN. Please write the complete solutions and box the final answer. Use 4 decimal places. Fundamentals of Surveying In leveling across a river, reciprocal level readings were taken between two points A & B. From a set-up near A on A, 0.954 &0.952m, on B 2.086, 2.087, 2.088 & 2.087 m. At the setup near B: on B, 2.450 and 2.448m, on A, 1.362, 1.363, 1.364 & 1.363m Wha

Q: 1. Prepare a set of profile leveling notes for the survey in Figure 1. In addition to computing all…

A: A profile leveling survey figure given belowNeed to findPrepare a set of profile leveling notes for…

Q: Fill in the necessary answers to determine the collimation error of a levelling instrument: Bto E =…

A: Collimation Error: Collimation error is because of the view of a review instrument not harmonizing…

Q: I'll rate!

A: Given- DE1=18.45m±0.05mDE2=18.40m±0.04mDE3=18.48m±0.05m

Q: A Tachometer is set up at an intermediate point on a survey line PQ and the following obser were…

A: i) Introduction : Tacheometry's main principle is based on the isosceles triangle's basic principle.…

Q: Example 5) For the purpose of realizing the work of the dirt dam, the survey was repeated, and the…

A: Given Data: Leveling station is 00+1. Level of leveling station is h=12.06 m.

Q: The following data were taken along a center line of a dam AB. The staff had been held in the 1st…

A: Required :- 1- Enter the given data in a level book form. 2- Find the reduced level of points using…

Q: To establish a new benchmark on point B using a levelling instrument. The work had been done between…

A: Given Above leveling table we have to find RL of B

Q: Q- A survey line was measured to be 285.5m with a tape having a nominal length of 30m. On checking,…

A: Given data- Measured length ML=285.5 m, Nominal length of tape NL=30 m, Tape is 0.05 m too short,…

Q: Prepare a set of level notes for the data listed. Perform a Elevation of BM 7 is 852.045m. If the…

A: Given :

Q: Given data on a conducted differential leveling survey, supply the missing figures and write your…

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Q: 1) Complete the leveling field notes shown in the table by computing recording the elevation for…

A: stationB.SI.SF.SHI…

Q: 11. RECIPROCAL LEVELING. In reciprocal leveling across, a deep ravine the following sets of rod…

A: Reciprocal levelling is used to determine the correct elevation difference between two points that…

Q: Surveying The following staff readings were taken in succession with a dumpy level. The instrument…

A: Given data, 1st reading was taken on a BM , RL of benchmark= 200.00m The instrument was shifted…

Q: The readings taken during a levelling operations 1.305,1815, 1.015, 1.245, 1.355,- 2015.0.805/2.015,…

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Q: For all the computed values with decimals, use four (4) digits after the decimal. Differential…

A: Solution: Given data: Inclination angle =6°Average BS reading=3.15 mAverage length=300 mRecorded…

Q: Prepare a set of level notes for the data listed. Perform a check and Elevation of BM 7 is 852.045m.…

A: The given data is: Length of loop=1500 m Elevation at BM 7=852.045 m Using the formula below,…

Q: STA BS FS 1 5.87   2 7.03 6.29 3 3.48 6.25 4 7.25 7.08 5 10.19 5.57 6 9.29 4.45 7   4.94 a.…

A: This problem can be solved by using rise and fall method  Rise / fall = BS - FS Rise if ( BS - FS)…

Q: Q2: -The following reading was taken in levelling process as shown in table below, if the reduced…

A: This method is most suitable for the survey operation with the number of intermediate observations.…

Q: Reciprocal leveling betwee Tocated on opposite banks of a wide rive the following readings in…

A: Solution: Given Data: Elevation at A=925.28

Q: A: B: 1) Complete the leveling field notes shown in the table by computing and recording the…

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Q: Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed…

A: Given:- The trigonometric leveling survey data of 3 stations E, Y, & A are given The slope…

Q: LEVELING. In reciprocal deep ravine the following sets of rod readings were taken: 11. RECIPROCAL…

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Q: Q2// To find the cross-section of a stream water, the following observations were taken in a level…

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Q: A docs.google.com =6 To establish a new benchmark on point B using a levelling instrument. The work…

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Q: 12. Complete the benchmark-leveling field notes shown in Figure B by computing and recording the HI…

A: Objective: To completer the given leveling notes and perform the arithmetic checks.   Given: Sta.…

Q: Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed…

A:

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: een two points A and B. The roc was 1.395. The instrument was r and B are 1.683 and 1.490 respec…

A: GIven problem is From Reciprocal levelling :Instrument at Station A :Reading at A : hA=1.52mReading…

Q: Q2// To find the cross-section of a stream water, the following observations were taken in a level…

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Q: Among the types of leveling, what seems to be the most essential and why?

A: Given  There are different types of levelling listed in the question such as Differential levelling…

Q: A student surveys line AB in a level ground field by taping. While taping, he used pebbles as…

A: Given that :- Length of tape = 25 m   Pebbles(No.) Partial Distance Trial 1 25 6.345 m Trial…

Q: When carrying out the permanent adjustments of a dumpy level by two-peg method, the following…

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Q: Problem: Trigonometric leveling (base of object is accessible) In order to determine the quantity of…

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Q: In leveling across a wide river on Pampanga, a reciprocal level reading were taken between points B…

A: Given data:- The readings obtained on the setting of the instrument near B are:- Reading at Station…

Q: An inverse method of leveling is executed between two existing concrete structures and across a…

A: Given Elevation of A = 240.05 To find elevation of the bottom of the concrete beam of the second…

Q: N Rod ++ 50 1+50 1+75 2.6 Complete the set of differential leveling notes in Table 2-5, and perform…

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Q: Differential leveling runs from BM10 to BM11 at a distance of 7.5 km. It was observed that the…

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Q: QI: - Find the difference in height between the readings (A & C), (B & C)? 10: 06 :09 E05 E. 04 08 E…

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Q: 2) Compute the area of the adjusted traverse in number 1 using DMD. 3) Given the following technical…

A: (a) Area of lot # 2426 using coordinate method Data given Sl No. corner bearing distance…

Q: Fundamentals of Surveying In leveling across a river, reciprocal level readings were taken between…

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Q: Table 1. Differential Leveling To determine relative elevations of points by Differential Leveling…

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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.