Course AB BC CD DE EA Line Length 1460.572 m 482.082 383.650 1149.920 467.147 Bearing N 48.49 E S 63.98 E S 67.62 W

Q: QUESTION 1 If the accidental error is estimated to be ±0.0079 for each of 33 separate measurements,…

A: Given -  Accidental error for each separate measurement =

Q: 8. True or False. If false, then explain why the premise is false. a. b. C. The most important…

A: Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: H = 0% In the figure, he, hr, z and the measured slope length L were 5.75 ft, 5.37 ft, 96° 18'56",…

A: L=404.72ftz=96o18'56"

Q: The length of a line was measured repeatedly on three different occasions and probable error of each…

A: 1st set of measurements = 1201.50±0.02m2nd set of measurements= 1201.45±0.04m3rd set of measurements…

Q: 4. A tank 20 ft deep and 7 ft wide is layered with 8 ft of oil, 6 ft of water, and 4 ft of mercury.…

A:

Q: For the following questions, assume that the Earth is a sphere of radius r. = 6378.1 km. (a)…

A: The Haversine formula for computing great circle distance between two points ϕ1,λ1 and ϕ2,λ2 is,  d=…

Q: The error in measuring the radius of a 5cm circular rod was 0.2%. If the cross-sectional area of the…

A: given- Error in measuring radius= 0.2% radius=R=5 cm area=A % error in area needs to be find out.

Q: Hello, thank you for the help. Could you please tell me why you divided the velocity by 1000 in the…

A: Given: WT = h1+½ v12 -h2  required: Explain why ½ v1² is divided by 1000.

Q: The error in measuring the radius of a 5cm circular rod was 0.2%. If the cross-sectional area of the…

A: given- radius=R=5 cm area=A % error in area needs to be find out.

Q: An EDM instrument has a purported accuracy capability of +(2 mm + 2 ppm). The estimated error for…

A: Ei=1.5mmEr=1.5mmEc=2mmppm=

Q: Please use the accompanying Excel data set or accompanying Text file data set when completing the…

A: The given data is shown below:

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.