Diferental leveing betwoen BMs A BCD and A oves olevaton dierences (in melers) of 1551, 32336, +38 002, and -54 903, and distances in km of 20,30, 1.0 and 40, respectively The elevalion of As 634 507 Part A Compute the adjustod elevations of BMs B C, and D Express your answers in meters to six significant figures. Enter your answers separated by coma A AE vec Elev, Eleve, Elevp m Submit ResuestAnswer Part B Compute the order of leveling O First order, level l O Fist order, level I O Second ordor, level O Second ordor, level | O Third order Submit Reguest Answer

Q: b) A level run was carried out, using the data below compute the difference in level between points…

A: Given Reduced level of datum = 50 m

Q: FIND PA IN zPa AND VA IN

A:

Q: 1 S.30 12' 56"E. 71° 22' 12" 2 140° 30' 30" 102 45' 10" 4 5 111 13' 56" 6

A:

Q: 6.29. The flowrate passing over this sharp-crested weir in a channel of 1 ft width is 3.5 cfs.…

A: Given  figure are:- As, we know that force exercted by the water on weir plate F =ρw·g·A·h' here ,…

Q: Calculate the forces in the members EF, EG, EH and FH of the truss shown in Fig. P.4.6. Note that…

A: Using section and joint method

Q: 01m 0.3m hole I= 0.5m D.3m 0.Qm0.I m

A:

Q: Create a table with the height of the instrument method and the Benchmark is 100m with 15 m…

A: Create a table with the height of the instrument method and the Benchmark is 100m with 15 m…

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.