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Published byRandall Hubbard Modified over 9 years ago
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Adjustment of Triangulation
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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
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Azimuth Observation Equation
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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
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Azimuth Examples
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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
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Linearizing the Azimuth Equation
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Other Partials
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Linearized Azimuth Observation Equation
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Angle Observation Equation
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Linearized Form
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Example 14.1
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First – Initial Approximations
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Approximations - Continued
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Determine Computed Values for Angles and Distances
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Computed Values - Continued
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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
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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).
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K Matrix If this was in radians, we wouldn’t need Rho. Also, the second value should be zero. (why?)
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Compute Solution and Update Coords Note: Further iterations produce negligible corrections.
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Compute Statistics Residuals: V = J X - K S0S0
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Coordinate Standard Errors
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Other Angle Networks Resection – more than 3 points is redundant Triangulated quadrilaterals Other geometric shapes
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Resection
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Triangulated Quadrilateral
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