a-What is the height of instrument between TP-1 and TP-2? b-What is the unadjusted elevation of TP-2? c-What is the error in the loop? d-What is the adjusted elevation of TP-3? e-What is the sum of the page check?

Q: ➤ The following observations were recorded when carrying stadia level between two temporary bench…

A: First, we need to understand the problem and the data given. We are given the back sight, fore…

Q: Part A What error results on a 200-ft sight with a level if the rod reading is 11.307 ft but the top…

A:

Q: Which Data Collector sequence of screens brings you to the Offsets options menu? SeheBacksightSet…

A: Note - Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the…

Q: What is the deflection angle at A?

A: Deflection Angle: It as an angle made by succeeding line (AB) with prolongation of preceding line…

Q: Find headlight sight distance and intermediate sight distance for V=70kmph. (Hint: f=0.36,t-2.5 s,…

A:

Q: Which of the following may cause errors in leveling measurement? (Multiple choice) (Multiple choice)…

A: There are many errors in levelling measurement :- From the the given option.

Q: 8. Exercise: Observation Target Face left Face right reading The following Table shows the field…

A: To Determine Accepted mean angles, A, B , C , D.

Q: A transit with stadia interval factor of 100O.8 was set up at point C on the line between points A…

A: Consider the figure shown below.

Errors in surveying

An error in surveying is defined as the difference between two or more values of an identical quantity. However, the estimates are never accurate and there will always be a degree of variability regardless of the research tool or method used. These differences are known as errors that need to be reduced or eliminated to maintain certain levels of accuracy. Even if you carefully follow the prescribed test procedures, the considerations may contain errors.