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Adjustment of Level Nets. Introduction In this chapter we will deal with differential leveling only In SUR2101 you learned how to close and adjust a level.

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Presentation on theme: "Adjustment of Level Nets. Introduction In this chapter we will deal with differential leveling only In SUR2101 you learned how to close and adjust a level."— Presentation transcript:

1 Adjustment of Level Nets

2 Introduction In this chapter we will deal with differential leveling only In SUR2101 you learned how to close and adjust a level loop – that is actually a least squares solution In complex situations where an interconnected level net is involved, we need least squares Method of observation equations is most common

3 Leveling Observation Equation The observed elevation difference between stations I and J The ΔElev may be simply a Backsight minus Foresight, or the result of many Backsights and Foresights along a leveling path

4 Unweighted Example

5 Example - Continued

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10 Compute Residuals

11 Weighted Level Adjustment Recall that weights are inversely proportional to line length Weights are also inversely proportional to number of setups Weights can also be estimated a priori based on standard deviations of readings, propagated as error of a sum

12 Weighted Level Example Same as previous example, but consider line lengths for weighting

13 Example - Continued

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16 Reference Standard Deviation Standard deviation of an observation of unit weight

17 Unweighted Example – S 0

18 Weighted Example – S 0

19 Another Weighted Adjustment From:To:ΔE (m)σ (m) AB10.5090.006 BC5.3600.004 CD-8.5230.005 DA-7.3480.003 BD-3.1670.004 AC15.8810.012 Benchmark A has an elevation of 437.596 m. What are the most probable values for B, C, D?

20 Observation Equations +B= A + 10.509 + v 1 = 448.105 + v 1 -B +C= 5.360 + v 2 -C +D= -8.523 + v 3 -D= -A – 7.348 + v 4 = -444.944 + v 4 -B +D= -3.167 + v 5 +C= A + 15.881 + v 6 = 453.477 + v 6 See spreadsheet for solution.

21 Units for Standard Deviation of Unit Weight Unweighted (all unit weight), first example: feet Weighted by line length, second example: Weighted by standard deviation, third example: Unitless

22 S 0 – Weights by A-Priori σ When weights are based on a priori standard deviations, the computed reference variance should be the input value (typically 1) We can do a Chi-square test to see if it is significantly different from 1 If a Chi-square test fails, it may be due to one or more blunders or incorrect a priori standard deviations Blunders can cause the reference variance to be much greater than 1

23 Chi-Square Test for Example H 0 : σ 2 = 1 H a : σ 2 ≠ 1(two-tail test at 0.05 significance) Degrees of freedom = 6-3 = 3 χ 2 0.975,3 = 0.216 0.65 2 = 0.42 0.42 > 0.216, therefore do not reject the null hypothesis In other words, we have no statistical evidence that the a priori standard deviations were incorrect.

24 Reference Variance Test We can make the reference variance equal 1 by adjusting the a priori standard deviations Usually, if the computed value is < 1, nothing further is done If the value fails the Chi-Square test by being much greater than 1, the first thing to do is look for blunders Large residuals often indicate blunders


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