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ACRS 2004


New Generation Sensors and Applications: Line Scanner


Three Dimensional Positioning for Airborne Three-Line-Scanner Images



2. ORBIT ADJUSTMENT
The major works are the calculation of the position parameters and attitude data, followed by the three-dimension positioning on ground. Two steps are included in this stage. The first step is to define the imaging geometry of triplet. Then, the orientation parameters are calculated by space resection using the triplets. The orientation parameters are expressed as low order polynomials with respect of time (Gruen & Zhang, 2003). Finally, the conjugate points are used for three-dimensional positioning by space intersection.

2.1 Definition of parameters
The orientation parameters , ö , ê , X c , Y c , Z c ) are expressed as second-order polynomials function with respect to time .The dynamics is shown in eq.1.


Then, the collinearity equations are employed to relate the image coordinates(x, y) and the object coordinates(X, Y, Z). Because three different images are used, the image coordinates have to be defined with new parameters. The modified collinearity condition equations are used as shown in eq.2. The x is a constant number, which are calculated by the focal length and the look angle. The scale number is used to correct the image coordinate error in y direction. The . x and . y are additional parameters for the compensation of systematic errors.


In addition to the 18 unknown orientation parameters, we include the additional parameters (x, . y, scale) to compensate image coordinate for forward and backward images. The geometric relation of the triplet images is shown in figure2.


Figure 2. Geometric relation of the triplet

2.2 Calculation of orientation parameters
We calculate orientation parameters and additional parameters by space resection. A least squares adjustment is performed to determine the orientation parameters.

2.3 Space intersection
When the orientation parameters are determined, we use the tie points in three images to calculate the ground coordinates. Then, error ellipses are calculated to analyze the precision.

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