land surveyor's errors and adjustments

7
ERRORS AND ADJUSTMENTS υ y = f ( x ) y E rror size x Δυ y

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Page 1: Land Surveyor's Errors and Adjustments

ERRORS AND ADJUSTMENTS

+υυ

y = f (x)

y

Error size

xΔυ

y

Page 2: Land Surveyor's Errors and Adjustments

Example

(a) (d)(c)(b)

• Which set of shots is more– Accurate?– Precise?

Page 3: Land Surveyor's Errors and Adjustments

Precision ExampleObservation Pacing,

pTaping,t

EDM,e

1 571 567.17 567.1332 563 567.08 567.1243 566 567.12 567.1294 588 567.38 567.1655 557 567.01 567.114

• Which observation of a distance is– More precise?– More accurate?

e

567.0 567.1 567.2 567.3 567.4

t t t t teee e

Mean of e Mean of t

Page 4: Land Surveyor's Errors and Adjustments

Advantages of Least Squares• Errors adjusted according to

laws of probability• Easy to perform with today’s

computers• Provides a single solution to a

set of observations• Forces observations to satisfy

geometric closures• Can perform presurvey

planning

Page 5: Land Surveyor's Errors and Adjustments

Example (cont.)• Construct the 95% confidence interval• From the F0.025 distribution table (D.4) we

find

– F0.025,24,30 = 2.21 and F0.025,30,24 = 2.14• Construct the 95% confidence interval

2122

2122

2.25 1 2.25 2.210.49 2.14 0.49

2.14 10.15

Page 6: Land Surveyor's Errors and Adjustments

Population versus Sample• Below are random samples having 10 values each.

32.2 30.0 24.2 18.9 17.2 22.4 21.3 21.3 26.4 24.5

28.0 21.2 18.9 33.2 30.2 26.5 25.2 29.0 21.8 26.3

33.9 21.3 21.3 25.2 18.9 19.6 28.5 36.0 27.1 30.6

24.2 24.4 28.5 25.3 32.2 19.6 32.9 21.3 24.0 26.5

μ = 23.84σ2 = 22.05

μ = 26.03 σ2 = 19.39

μ = 26.24σ2 = 36.29

μ = 25.89σ2 = 18.41

Page 7: Land Surveyor's Errors and Adjustments

Basics of Error Propagation• Control, distances, directions, and angles

all contain random errors• So what are the errors in the computed

– Latitudes?– Departures?– Coordinates?– Areas?– And so on?

• If we can answer this, we can answer the question, “did our observations meet acceptable closures?”