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Measurement Theory.ppt

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Mrunmayee Manjari

Errors are inherent in all measurements. The true value is unknown and the exact error cannot be determined. Sources of error include natural conditions, instruments, and personal factors. Errors can be systematic and occur each time or random. The goal is precise, though rarely accurate, measurements. Measurements follow a normal distribution. The most probable value is the average and standard deviation describes the spread of values around the average. The standard error of the mean indicates the confidence interval of the true value.

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Theory of Errors in Observations
Errors in Measurement No Measurement is Exact Every Measurement Contains Errors The True Value of a Measurement is Never Known The Exact Error Present is Always Unknown
Mistakes or Blunders Caused by: Carelessness Poor Judgement Incompetence
Sources of Errors Natural Environmental conditions: wind, temperature, humidity etc. Tape contracts and expands due to temperature changes Difficult to read Philadelphia Rod with heat waves coming up from the pavement
Sources of Errors Instrumental Due to Limitation of Equipment Warped Philadelphia Rod Theodolite out of adjustment Kinked or damaged Tape
Sources of Errors Personal Limits of Human Performance Factors Sight Strength Judgement Communication
Types of Errors Systematic/Cumulative Errors that occur each time a measurement is made These Errors can be eliminated by making corrections to your measurements Tape is too long or to short Theodolite is out of adjustment Warped Philadelphia Rod
Precision vs. Accuracy Precision The Closeness of one measurement to another
Precision vs. Accuracy Accuracy The degree of perfection obtained in a measurement.
Precision and Accuracy Ultimate Goal of the Surveyor Rarely Obtainable Surveyor is happy with Precise Measurements
Computing Precision Precision:
Probability Surveying measurements tend to follow a normal distribution or bell curve Observations Small errors occur more frequently than larger ones Positive and negative errors of the same magnitude occur with equal frequency Large errors are probably mistakes
Most Probable Value (MPV) Also known as the arithmetic mean or average value MPV = M n The MPV is the sum of all of the measurements divided by the total number of measurements
Standard Deviation () Also known as the Standard Error or Variance 2 = (M-MPV) n-1 M-MPV is referred to as the Residual is computed by taking the square root of the above equation
Example: A distance is measured repeatedly in the field and the following measurements are recorded: 31.459 m, 31.458 m, 31.460 m, 31.854 m and 31.457 m. Compute the most probable value (MPV), standard error and standard error of the mean for the data. Explain the significance of each computed value as it relates to statistical theory.
Solution: Measurement M - Mbar (M-Mbar)2 31.459 0 0 31.458 -0.0010 0.0000010 31.460 0.0010 0.0000010 31.457 -0.0020 0.0000040 Sum = 125.834 0.0000060 MPV or Mbar= 125.834 / 4 = 31.459 m
Solution (continued): S.E. = +/- ((0.0000060)/(4-1))1/2 = +/- 0.0014 m Say +/- 0.001 m Em = 0.001/(4)1/2 = +/- 0.0005 m Say +/- 0.001 m
Explanation: The MPV is 31.459 m. The value that is most likely to occur. This value represents the peak value on the normal distribution curve. The standard error is +/- 0.001 m . 68.27% of the values would be expected to lie between the values of 31.458 m and 31.460 m. These values were computed using the MPV+/- the standard error.
Explanation (continued): The standard error of the mean is +/- 0.001 m . The true length has a 68.27% chance of being within the values of 31.458m and 31.460 m. These values were computed using the MPV +/- Em.

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Measurement Theory.ppt

  • 1. Theory of Errors in Observations
  • 2. Errors in Measurement No Measurement is Exact Every Measurement Contains Errors The True Value of a Measurement is Never Known The Exact Error Present is Always Unknown
  • 3. Mistakes or Blunders Caused by: Carelessness Poor Judgement Incompetence
  • 4. Sources of Errors Natural Environmental conditions: wind, temperature, humidity etc. Tape contracts and expands due to temperature changes Difficult to read Philadelphia Rod with heat waves coming up from the pavement
  • 5. Sources of Errors Instrumental Due to Limitation of Equipment Warped Philadelphia Rod Theodolite out of adjustment Kinked or damaged Tape
  • 6. Sources of Errors Personal Limits of Human Performance Factors Sight Strength Judgement Communication
  • 7. Types of Errors Systematic/Cumulative Errors that occur each time a measurement is made These Errors can be eliminated by making corrections to your measurements Tape is too long or to short Theodolite is out of adjustment Warped Philadelphia Rod
  • 8. Precision vs. Accuracy Precision The Closeness of one measurement to another
  • 9. Precision vs. Accuracy Accuracy The degree of perfection obtained in a measurement.
  • 10. Precision and Accuracy Ultimate Goal of the Surveyor Rarely Obtainable Surveyor is happy with Precise Measurements
  • 12. Probability Surveying measurements tend to follow a normal distribution or bell curve Observations Small errors occur more frequently than larger ones Positive and negative errors of the same magnitude occur with equal frequency Large errors are probably mistakes
  • 13. Most Probable Value (MPV) Also known as the arithmetic mean or average value MPV = M n The MPV is the sum of all of the measurements divided by the total number of measurements
  • 14. Standard Deviation () Also known as the Standard Error or Variance 2 = (M-MPV) n-1 M-MPV is referred to as the Residual is computed by taking the square root of the above equation
  • 15. Example: A distance is measured repeatedly in the field and the following measurements are recorded: 31.459 m, 31.458 m, 31.460 m, 31.854 m and 31.457 m. Compute the most probable value (MPV), standard error and standard error of the mean for the data. Explain the significance of each computed value as it relates to statistical theory.
  • 16. Solution: Measurement M - Mbar (M-Mbar)2 31.459 0 0 31.458 -0.0010 0.0000010 31.460 0.0010 0.0000010 31.457 -0.0020 0.0000040 Sum = 125.834 0.0000060 MPV or Mbar= 125.834 / 4 = 31.459 m
  • 17. Solution (continued): S.E. = +/- ((0.0000060)/(4-1))1/2 = +/- 0.0014 m Say +/- 0.001 m Em = 0.001/(4)1/2 = +/- 0.0005 m Say +/- 0.001 m
  • 18. Explanation: The MPV is 31.459 m. The value that is most likely to occur. This value represents the peak value on the normal distribution curve. The standard error is +/- 0.001 m . 68.27% of the values would be expected to lie between the values of 31.458 m and 31.460 m. These values were computed using the MPV+/- the standard error.
  • 19. Explanation (continued): The standard error of the mean is +/- 0.001 m . The true length has a 68.27% chance of being within the values of 31.458m and 31.460 m. These values were computed using the MPV +/- Em.