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Adjustment of Triangulation. Introduction Triangulation was the preferred method for horizontal control surveys until the EDM was developed Angles could.

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Presentation on theme: "Adjustment of Triangulation. Introduction Triangulation was the preferred method for horizontal control surveys until the EDM was developed Angles could."— Presentation transcript:

1 Adjustment of Triangulation

2 Introduction Triangulation was the preferred method for horizontal control surveys until the EDM was developed Angles could be measured to a high level of accuracy Measured baseline distances were included every so often to strengthen the network

3

4 Azimuth Observation Equation

5 Arctangent Function for Azimuth xiyixjyjxj-xiyj-yiatan2(dy,dx)atan(dx/dy) 000.5000.8660.5000.86630 000.8660.5000.8660.50060 001.0000.0001.0000.00090#DIV/0! 000.866-0.5000.866-0.500120-60 000.500-0.8660.500-0.866150-30 000.0000.0001800 00-0.500-0.866-0.500-0.866-15030 00-0.866-0.500-0.866-0.500-12060 000.0000.000-90#DIV/0! 00-0.8660.500-0.8660.500-60 00-0.5000.866-0.5000.866-30 000.0001.0000.0001.00000

6 Azimuth Examples

7 Correction Term Even if we use a full-circle arc tangent function we may still need a correction term This can happen where the azimuth is near ±180° Check the K-matrix term (measured minus computed) If it is closer to ±360° than it is to 0°, correction is needed

8 Linearizing the Azimuth Equation

9 Other Partials

10 Linearized Azimuth Observation Equation

11 Angle Observation Equation

12

13 Linearized Form

14 Example 14.1

15 First – Initial Approximations

16 Approximations - Continued

17

18 Determine Computed Values for Angles and Distances

19 Computed Values - Continued

20 Set Up Matrices First, we need to define the Backsight, Instrument, and Foresight stations for the observed angles. angleBIF θ 1 URS θ 2 RSU θ 3 UST θ 4 STU

21 J Matrix Note: Rho (ρ) is the conversion factor from radians to seconds. This complication can be avoided by keeping all angles in radian units (for example, in the K matrix).

22 K Matrix If this was in radians, we wouldn’t need Rho. Also, the second value should be zero. (why?)

23 Compute Solution and Update Coords Note: Further iterations produce negligible corrections.

24 Compute Statistics Residuals: V = J X - K S0S0

25 Coordinate Standard Errors

26 Other Angle Networks Resection – more than 3 points is redundant Triangulated quadrilaterals Other geometric shapes

27 Resection

28 Triangulated Quadrilateral


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