4. For the given set of data of profile leveling as shown in the tabulation: Station Backsight (m) Foresight (m) IFS (m) Elevation BM1 1.24 2.35 1.76 TP2 2.06 2.78 800 3 0.68 4 0.98 2.45 6 2.67 BM2 2.36 a. Find the difference in elevation of Station 6 and Station 2 b. Find the difference in elevation of Station 5 and Station 1 c. Find the elevation of BM2

Q: 1. Compute Heights of Instrument and Elevations.  2. Check the accuracy of the arithmetical…

A: Take Elevation of BMa = 100 HI of any station = Elevation of that station + B.S HI of BMa = 100 +…

Q: 1) Compare and contrast: a. Differential leveling and trigonometric leveling b. Trunnion axis and…

A: Compare and contrast A.  Differential leveling is used to find out the elevation between 2 points…

Q: Civil Engineering A and B are two beacons, the coordinates are given below. It is impossible to take…

A:

Q: In a 3-wire Leveling, the mean reading for the backsights or foresights is computed as: sum of the…

A: To compute the determination of three wire reading from the following.

Q: correction Station Station Distance (m) 11.55 Adjusted interior angle 103°22'| 102°57' | 103° 9'…

A: From the table given in problem, the summation of mean observed interior angle is: ∑=541°36' Also…

Q: In traverse surveying, deflection angle is always O a. less than 90 degrees O b. equal to 90 degrees…

A: Given data in question  Traverse surveying  Deflection angle is the angle which the previous line…

Q: Q4A) Compute only the most probable value of the horizontal angle to the right < CBA. Theodolite…

A: To find :

Q: ANGLE CORRECTION ADJUSTED VALUE OBSERVED VALUES 92 °50'40" AOB ВОС COD DOA 131 48'40" 77 °30'30 57…

A:

Q: Complete the table by referring to the data below: - compute for the lat and dep - compute LEC and…

A: Solution: Solving by Transit rule: Corrected Lattitude: Clat=-Lat. ∑Lr∑L Corrected Departure:…

Q: Q1): A field book is reproduced below in which some readings marked as (x), are missing. The true…

A: We have to determine the complete all missing data and perform all asthmatic checks and compute…

Q: Now find the exact location of the centroid.

A:

Q: Station Sight (+) Stadia Sight (-) Stadia Elev. ВМА 510,38 6,920 6,240 5,360 5,470 4,210 4,330 TP1…

A:

Q: Q4/ Points A and B are at elevation 400 m and 200m above datum respectively. photographic…

A: Given                Elevation of point A (ha)  - 400m                Elevation of point B (hb)…

Q: 2. A pre-engineering baseline was run down a very steep hill as shown in Figure 1. The vertical…

A: Elevation : When a point's height is its vertical distance above or below the surface of a reference…

Q: No need to show solutions. Table 2. Interior Angle Traverse STA STA MEAN OBSERVED INTERIOR ANGLE…

A:

Q: From the given data of a differential leveling as shown in the tabulation: Backsight Foresight…

A: There are 7 stations and back sight, fore sight of those stations were given. The elevations of all…

Q: B and C were observed from point A where the instrument was set up at a height of 1.25m. Point B and…

A:

Q: A total station was setup on top of point A. The following observations have been recorded: Vertical…

A: The station and target points can be laid out as   sin 15° 44' 14'' = x170.666 x = 46.289 m sin 17°…

Q: Item Problem No. The following close traverse data are collected in the field by the students of GE…

A: As per our guidelines we are supposed to answer only one question. Kindly repost the other questions…

Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

A:

Q: find the elevation of reduced level for all point For sight Reduced level Back sight point Inter…

A: Given that:

Q: An instrument was set up over station 1, and sights between points A and C were taken. The…

A:

Q: Q2: The following consecutive readings were taken with a level and a 4 m leveling staff on a…

A:

Q: While measuring a survey line using a tape between two stations A and B intervened by a hill a.…

A: Option A is correct  Chaining free but vision gets obstructed .

Q: 1. For the given set of data of differential leveling as shown in the tabulation: Station Backsight…

A: Given  Levelling table

Q: cem Problem No. The following close traverse data are collected in the field by the students of GE…

A:

Q: 4. The prizimoidal method is used to compute the ......... a. Distance b. area c. volume

A: To Determine:Prizimoidal method used in computation of Theory:Prizimoidal method : It is used to…

Q: When conducting a traverse survey, what are the precautions for selecting a traverse point? (Check)…

A: Following is required answer :

Q: A group of GE 135 students conducted a laboratory on closing the horizon using the Engineer's…

A: since at o sum of the angles must be equal to 3600 Add the given angles=…

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: What type of friction is experienced by bowling ball after thrown? Kinematic Friction Static…

A: A bowling ball experiences rolling friction after thrown. Therefore, the answer is rolling…

Q: L 91 29 12 B R 268 31 06

A:

Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

A:

Q: BACKSIGHT FORESIGHT DE im) ELEVATION (m) STA RR (m) VD (m) RR (m) VD (m) (m) (m) BM- I01.245-4° 25'…

A:

Q: 1. For the given set of data of differential leveling as shown in the tabulation: Station Backsight…

A: tabulation data of differential leveling is given and it is asked in the question to determine the…

Q: kindly answer immediately this is in the surveying subject

A: 1) If the azimuth is greater than 90° and less than180° then it is in SE quadrant and if azimuth is…

Q: A transit with a stadia interval factor of 100.12 was set at C on the line between points A and B,…

A: Given: The stadia interval factor is 100.12. The stadia constant is 0.29 m.

Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

A:

Q: 4. For the given schematic route of a differential leveling, backsights and foresights on series of…

A:

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.