Surveying Engineering Homework: Error Analysis and Distance Uncertainties, Assignments of Engineering

A surveying engineering homework problem set from ferris state university, focusing on error analysis and distance uncertainties. The tasks include computing standard deviations, testing data for wild values and symmetry, calculating e90 and e95, dealing with uncertainties in sums and radii, and determining distances with given errors. Students are expected to apply statistical concepts and principles to solve these problems.

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Pre 2010

Uploaded on 02/25/2010

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1. The following readings were recorded for a theodolite error test.
11.1 14.2 18.1 9.8 10.5 13.4 14.5 15.5 9.0
14.2 12.2 15.8 13.4 13.2 14.6 14.2 9.5 12.6
13.4 12.0 10.2 9.8 12.5 17.8 15.4
For the above, compute the standard deviation, σ, and plot a histogram.
2. Test the data in the first problem for wild values using 2.5σ as the rejection criteria.
3. Test the data in the first problem for randomness and symmetry by comparing the
mean, median, and mode.
4. Compute E
90
and E
95
for the problem in the first problem, count the number of
values within these ranges, as well as the σ range and compare this count with the
number expected from theory.
5. Three distances, each having uncertainties of ± 1.0 cm. were added to four others,
each having uncertainties of ± 0.5 inches. What is the uncertainty in the sum of the
seven segments, in feet?
6. What is the uncertainty in the radius of a circle, given the circumference as 200.00’
± 0.05’?
7. A party chief estimates that both he and the rear tape operator can read and mark
each tape end to ± 0.01’ using a 100-ft. steel tape. What is the uncertainty in a
1,000-ft distance laid out with this tape due to this error source?
8. A stadia distance is observed over sloping ground. The upper crosswire reading is
6.12’ and the lower crosswire reading is 3.41’. The vertical angle observed when
these readings were taken was -5º 16’. The random error in each crosswire reading
is assumed to be ± 0.005’ and in the vertical angle, ± 30”. What is the horizontal
distance between the instrument and rod and the uncertainty in this distance?
SURVEYING ENGINEERING
FERRIS STATE UNIVERSITY
SURE 372 Adjustment Computations 1 Fall 2005/06
Homework #9
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  1. The following readings were recorded for a theodolite error test.

11.1 14.2 18.1 9.8 10.5 13.4 14.5 15.5 9. 14.2 12.2 15.8 13.4 13.2 14.6 14.2 9.5 12. 13.4 12.0 10.2 9.8 12.5 17.8 15.

For the above, compute the standard deviation, σ, and plot a histogram.

  1. Test the data in the first problem for wild values using 2.5σ as the rejection criteria.
  2. Test the data in the first problem for randomness and symmetry by comparing the mean, median, and mode.
  3. Compute E 90 and E 95 for the problem in the first problem, count the number of values within these ranges, as well as the σ range and compare this count with the number expected from theory.
  4. Three distances, each having uncertainties of ± 1.0 cm. were added to four others, each having uncertainties of ± 0.5 inches. What is the uncertainty in the sum of the seven segments, in feet?
  5. What is the uncertainty in the radius of a circle, given the circumference as 200.00’ ± 0.05’?
  6. A party chief estimates that both he and the rear tape operator can read and mark each tape end to ± 0.01’ using a 100-ft. steel tape. What is the uncertainty in a 1,000-ft distance laid out with this tape due to this error source?
  7. A stadia distance is observed over sloping ground. The upper crosswire reading is 6.12’ and the lower crosswire reading is 3.41’. The vertical angle observed when these readings were taken was -5º 16’. The random error in each crosswire reading is assumed to be ± 0.005’ and in the vertical angle, ± 30”. What is the horizontal distance between the instrument and rod and the uncertainty in this distance?

SURVEYING ENGINEERING

FERRIS STATE UNIVERSITY

SURE 372 Adjustment Computations 1 Fall 2005/

Homework

  1. A light wave type EDM with direct read-out is used to measure a distance. The reading of the slope distance is 2,462.815’. The EDM is centered over one station at a height of 4.4’. The reflector system is centered over the remote station at a height of 5.1’. A zenith angle of 90º 49’ 16” is read with a theodolite at the EDM station. The theodolite has an H.I. of 5.2’. The angle is measured by pointing to the

center of the reflector. The manufacturer lists an error of  

D

ft

where D is the slope distance. Atmospheric corrections are compensated automatically by the equipment. The instrument constant is +0.015’ and the reflector constant is -0.023’. What is the horizontal distance and the uncertainty in the distance?

  1. The vertical angle to target 1 is +2º 14’. The vertical angle to target 2 is -5º 30’. The plate bubble of the theodolite has a sensitivity of 20” of arc. An estimate of the bubble centering uncertainty is ± ½ of the bubble division width. What is the uncertainty in a double angle due to bubble centering error?