The instrument was set at point E and the rod readings at points E and F are taken as 3.226 meters and 4.304 meters, respectively. Then the instrument was set at point F and the rod readings at E and F are 2.3 meters and 3.208 meters, respectively. Determine the correct difference in elevation between E and F in meters. If elevation of F is 25 meters, what is the elevation of point E in meters?

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A: K=96.8m C=0.3m S1=2.216m S2=1.06m

Q: . In leveling across a wide river, reciprocal level readings were taken between two points A and B…

A: To find difference in elevation between two points and elevation of point B

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A: This question is related to Orifice and weir from Fluid Mechanics. In this question we calculate…

Q: a. What are the characteristics of Hydrograph?

A: As per our guidelines we answer one question .Kindly resubmit the question for second part solution.…

Q: From a solar observation fieldwork, the sun’s corrected altitude was determined to be 34°20’ and the…

A: Sun corrected Altitude = 34°20’  Declination = 25°10’ Observer is at latitude = 50°13'

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Q: Using Theissen Polygon Method, calculate the average rainfall of the given section. 5km Skm Skm SI =…

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Q: 2. An archaeologist took some measurements on the unique mountain he had found. He sets two points X…

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Q: 6. Using the following data, determine the difference in elevation between BM-15 and BM-16? Station…

A:

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,…

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Q: A pipeline transporting natural gas is to be laid out on the side of a hill (from pt. A to pt. B) as…

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Q: Two pegs A and B were fixed on opposite banks of a 50 m wide river. The level was set up at A and…

A:

Q: A circular water tank with a diameter of 10 m and with uniform cross section , some angles…

A: Diameter of circular tank = 10m MB is at the center of bottom base. Zenith angle = 1400

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A:

Q: How to set up theodolite for surveying? Write down the steps

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Q: 3.19 Two pegs A and B were fixed on opposite banks of a 50 m wide river. The level was set up at A…

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Q: Elementary Surveying: Measurement of Horizontal Distances, Show the proper and right solution 1. A…

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Q: The directions observed from a satellite station 5, 70m from a triangulation station C, to the…

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Q: 4. There is a fort on a hill in Jaipur. Adjacent to the hill, Delhi-Jaipur NH8 is passing through.…

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Q: A vector, F , has components F--286.9 N andF, = 410.6 N. What is the angle made with the horizontal?…

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Q: A 50-m tape was used to measure distance AB as 945.60m. The tape was discovered to be 50.075m after…

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A: We know that, HI=BM+BSRL=HI-ISRL=HI-FS Here BM is the bench mark, HI is the height of instrument, RL…

Q: 2. The discrepancy for the measurement is the difference between the first measurement and the…

A: Given Data:

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Q: A tacheometer with a stadia constant of 0.30m, and stadia interval factor of 100, was set up on the…

A: middle reading is taken as straight reading is angle is not given.

Q: 5. For several measurements of a required distance, the most probable value is 546.75 m. If +/-0.15…

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Q: Fundamentals of Surveying: Please show your solution. 8.) A line with bearing, S 77° 45' W…

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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.