A transit is set up at a distance back of the zero end of a level base line 240 m. long. The base line being marked by stakes at every 30 m. A rod is then held at successive stations along the base line. The stadia intervals at each location of the rod are tabulated below. It is required to determine the stadia interval factor of the instrument. DRAW A DIAGRAM

Q: A line of levels was run into a terrain. All of the turning points in the accompanying tabulation…

A: To Find:- A. Elevation at BM36 B. Station with highest elevation C. Height of instrument between…

Q: Station Precipitation, mm Distance from Station x,y (km) (x.y) unknown 1. 5. 2. 10 2.4 3. 7.5 4 4.…

A: To find :- Probable value of precipitation at station x,y by using inverse distance method.

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: Determine the weighted mean for the following angles: 222° 12'48", wt 3; 222°12'42", wt 1; 222°…

A: The weight of any measured quantity represents the accuracy of the measurement.The weighted mean (W)…

Q: SITUATION 3. In the two-peg of a dumpy-level, the following observations are taken, Instrument near…

A: Given:When instrument was placed near A:hA=1.501hB=2.022When instrument was placed near…

Q: ii) For the lines shown in Table Q4 convert the angles (WCB to QB or vice versa) as required in the…

A: Given Data; LINE           WCB       QB              AB 200°45'35''   BC            -------…

Q: Problem 1 To determine the distance between two points A and B, a tacheometer was set up at P and…

A: Given Data:Staff at Astaff readings= 2.225, 2.605, 2.985Staff at Bstaff readings = 1.640, 1.920,…

Q: 1.283 BM-1 1.284 (а) 1.285 0.675 0.674 BM-2 0.677 (b) 0.674 0.677 0.678 Sum Mean INSTRUMENT SET UP…

A:

Q: Q 7: It is required to project a horizontal circular curve that connects the first two roads AB and…

A: Horizontal projection of the curve  will be  equal to the length of the longest chord   AC

Q: a. b. C. What is the interior angle at C? e. What is the interior angle at A? What is the area of…

A:

Q: ecimal places) of hen the FS was ta o not include the hat is the elevatio eters - 3 decimal at…

A: to find elevation of TP1 and BM2

Q: Determine cleflection a=2.5 at b.) Determine cleflection at b=0.4 C) Determine the rotation at c=1 a…

A: Given:Required:Note: As per bartleby guidelines, only first 3 subparts among multiple subparts need…

Q: Hi! Help me with this please. Thank you so much! A dumpy level is set up at one end of a line 160m.…

A:

Q: 1.932 1.930 1.920 1.910 1.900 With reference to the figure above, the leveling rod reading equals: O…

A: The levelling rod reading equals to  1.932

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A:

Q: Individual assignment 50 oads having a deviation angle of 45°8' are to be joined by a 180 m radius…

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A: Using the following formulae: RL+BS=HI HI-(IS/FS)=RL BS-IS=Rise/Fall Previous RL±Rise/Fall=Next RL

Q: 80 kN 10 kN/m A C B 2 m RA 8 m Re

A: Given data:

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Q: ROBLEM 2: R₁ DOUBLE INTEGRATION 400 N/m 3m 3m METHOD R2

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Q: Complete the following level notes. Show your detailed solution and checking. Double Rodded Leveling…

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Q: 4. Using the following information, determine the elevation at Point B and Point C. Setup @ A Elev…

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Q: Question two Using virtual energy methods, determine the slope at point A. Given that 200(10") mm…

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Q: Problem 1. To determine the distance between two points A and B, a tacheometer was set up at P and…

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Q: Question 1 Listen For 0° < 0 < 360° ,find the angles that satisfy the equation cos(0) = 0.2857 Round…

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Q: 27. Record the level rod readings to the nearest two decimal places. 1. 2. 3. 2. 3.

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Q: a. Difference in elevation between A and B b. Elevation of A

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Q: Determine: (a) The probable error of the mean in Taping Operation 1. (b) The probable error of the…

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Q: В.М I.S F.S H.I ELeve.(m) Rem 1.34 1.33 0.95 1.139 1.319 1.48 1.33 1.37

A:

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.