 Research Article
 Open Access
 Published:
Error Evaluation in a StereovisionBased 3D Reconstruction System
EURASIP Journal on Image and Video Processing volume 2010, Article number: 539836 (2010)
Abstract
The work presented in this paper deals with the performance analysis of the whole 3D reconstruction process of imaged objects, specifically of the set of geometric primitives describing their outline and extracted from a pair of images knowing their associated camera models. The proposed analysis focuses on error estimation for the edge detection process, the starting step for the whole reconstruction procedure. The fitting parameters describing the geometric features composing the workpiece to be evaluated are used as quality measures to determine error bounds and finally to estimate the edge detection errors. These error estimates are then propagated up to the final 3D reconstruction step. The suggested error analysis procedure for stereovisionbased reconstruction tasks further allows evaluating the quality of the 3D reconstruction. The resulting final error estimates enable lastly to state if the reconstruction results fulfill a priori defined criteria, for example, fulfill dimensional constraints including tolerance information, for visionbased quality control applications for example.
1. Introduction
Quality control is the process applied to ensure a given level of quality for a product, especially in the automotive industry sector. Implementation of such a control at all stages of a production, from design to manufacturing, is unavoidable to guarantee a high level of quality, requiring often high measurement accuracy in order to avoid both loss of manufacturing time and material. Thus, when making use of visionbased approaches, it is necessary to develop fully automated tools for the accurate computation of 3D descriptions of the object of interest out of the acquired image contents. The latter can then be compared, taking tolerance information into account, with either ground truth or the CAD model of the object under investigation, in order to evaluate quantitatively its quality. An autonomous cognitive vision system is currently being developed for the optimal quantitative 3D reconstruction of manufactured parts, based on a priori planning of the task. As a result, the system is built around a cognitive intelligent sensory system using socalled situation graph trees as a planning/control tool [1]. The planning system has been successfully applied to structured light and stereovisionbased 3D reconstruction tasks [2–4], with the aim to favor the development of an automated quality control system for manufactured parts evaluating quantitatively their geometry. This requires the coordination of a set of complex processes performing sequentially data acquisition, its quantitative evaluation (i.e., extraction of geometric features and their 3D reconstruction), and the comparison with a reference model (e.g., CAD model of the object) in order to evaluate quantitatively the object, including means allowing adjusting/correcting online either data acquisition or processing.
Stereovision is a direct approach for obtaining threedimensional information using two images acquired from two different points of view. The approach, when efficiently implemented, enables to achieve reconstruction and consequently dimensional measurements, with rather high accuracy. Thus, the method is widely used in many applications, ranging from 3D object recognition to machine inspection. In this last case, the outline of the object can be determined, based on the set of geometric contourbased features defining this outline. As a result, such a contourbased approach provides good (i.e., reasonable) reconstruction quality at low cost. However, in order to assess the quality of the results, specifically when high levels of accuracy are required, it is mandatory to carry out a thorough analysis of the errors occurring in the system. More precisely, presence of noise in the acquired data affects the accuracy of the subsequent image processing steps and, thus, of the whole reconstruction process. 3D reconstruction errors depend on the quality of the acquired images (resulting from the environment; i.e., the specific acquisition conditions used) as well as on their processing (e.g., segmentation, feature extraction, matching, and reconstruction).
The work presented in this paper deals with the performance analysis of the 3D reconstruction process of a set of geometric primitives (in our case, lines and arcs of or full ellipses) from a pair of images knowing their associated camera models. The suggested analysis focuses firstly on the error estimation affecting the edge detection process, the starting processing step for the whole reconstruction procedure. Using fitting techniques in order to describe the geometric elements and assuming that the noise is independent and uniformly distributed in the images, error bounds are established for each geometric feature that composes the outline of the object to be evaluated. The error bounds are then propagated through the following processing steps, up to the final 3D reconstruction step. Specifically devised here to enable error analysis for stereovisionbased reconstruction tasks, it can be straightforwardly extended to other types of imagebased features. This will then help to evaluate the quality of the 3D reconstructions obtained applying various imaging techniques, as illustrated in this paper by stereovisionbased results. Lastly, the resulting final reconstruction error estimates enable to state if the reconstruction results fulfills a priori defined criteria including tolerance information (e.g., dimensions with their corresponding tolerances).
2. Related Work
A literature survey shows that over the last years some efforts have been devoted to error analysis in stereovisionbased computer vision systems, see, for example, [5–12]. As an illustrative example, using a stereoscopic camera setup, Blostein and Huang in [5], have investigated the accuracy in obtaining 3D positional information based on triangulation techniques using point correspondences. In particular, they have been able to derive closed form expressions for the probability distributions of the position error along each direction (horizontal, vertical, and range) of the coordinate system associated with the stereo rig. With the same aim, a study of various types of error and of their effect on 3D reconstruction results obtained using a structured light technique has been presented by Yang and Wang in [6]. In their work, expressions have been derived for the errors observed in the 3D surface position, orientation, and curvature measurements. Similarly, Ramakrishna and Vaidvanathan [7] have proposed a new approach for estimating tight bounds on measurement errors, considering, as a starting point, the inaccuracies observed during calibration and the triangulation reconstruction step. Further, Balasuramanian et al. describe in [9] an analysis of the effect of noise (assumed to be independent and uniformly distributed) and of the geometry of the imaging setup on the reconstruction error for a straight line. Their analysis, however, relies mainly on experimental results based on simulation studies. Also, RiveraRios et al. [10] have analyzed the error when trying to evaluate dimensionally line entities, the errors being assumed to be mostly due to localization errors in the image planes of the stereo setup. Consequently, in order to determine optimal camera poses, a nonlinear optimization problem has been formulated, that allows to minimize the total MSE (Mean Square Error) for the line to be measured, while satisfying sensor related constraints. Lastly, the accuracy of 3D reconstruction results has been evaluated, based on a comparison with ground truth, in contributions presented by Park and Subbarao [11] and Albouy et al. [12]. More recently, Jianxi et al. [13] have presented an error analysis approach for 3D reconstruction problems taking only into account the accuracy of the camera calibration parameters. They note that the largest error appears in the direction, when computing 3D coordinates. Furthermore, their contribution shows that the 3D error is smaller, if one uses more calibration points (i.e., the calibration is more accurate).
In our case, the error analysis focuses on the estimation of errors bounds for the results outputted by the edge detection process, which is considered to be the starting step for the whole reconstruction procedure (and which includes indirectly the effect of the error sources related to the acquisition system). This analysis is thus of importance for evaluating the quality of the final 3D reconstruction result, as it helps to estimate the associated error bounds.
3. StereovisionBased Reconstruction Setup
In our case, the stereovision sensor consists of a pair of cameras mounted on a metallic rig, linked to their image acquisition boards inserted in the control/processing computer. 3D reconstruction involves acquiring and processing two (left and right) images of the scene with different viewpoints using a pair of sensors (in our case, gray scale CCD cameras; with image size pixels). The image processing software performs 3D reconstruction of previously extracted contour data. Firstly, each camera is carefully calibrated off line. For the two sensors, the calibration is performed with respect to a unique world coordinate system acting as reference coordinate system. As a result, the various sets of 3D points, obtained with the two sensors, are expressed in a common coordinate system in order to facilitate data fusion in subsequent processing steps. Figure 1 describes schematically the implied processing steps, from calibration of the stereo rig up to the final 3D reconstruction. The operation of the system (i.e., the sequence of processing steps) can be summarized as follows [2]:

(i)
calibration of both cameras and of their relation,

(ii)
segmentation of the stereo pair of images (extraction of edge point, determination of contour point lists),

(iii)
segmentation and classification of the edge point lists, in order to define geometric features,

(iv)
contour matching based on socalled epipolar constraint matrices [2],

(v)
euclidian reconstruction using the calibration parameters.
The operating of the system (Figure 2) is controlled using a software kernel built around an intelligent component using situation graph trees (shortly SGTs) [1] as the planning/control tool. This component is able to manage and to adjust dynamically and online the acquisition conditions (i.e., camera positions and lighting source parameters such as their position and/or intensity), leading eventually to replanning of the process, in order to improve the quality of the image data required by the 3D reconstruction step. Specifically, treatments and reasoning about local image contexts are favored when dynamic replanning is required after failure of a given processing step. A global criterion allows in our case to acquire wellcontrasted images, even though this may not necessarily guarantee success for the whole vision task. Indeed, when the illumination intensity is solely automatically adjusted, optimal 3D reconstruction cannot in all cases be ensured despite the fact that the image quality has been optimized.
To solve this problem, we have chosen to analyze the placement of lighting sources moving within a virtual geodesic sphere containing the scene to be imaged, in order to define positions that allow acquisition of adequate images (i.e., well contrasted, with minimized illumination artifacts), that allow to reach, after detection of the required edges, the desired accuracy for the following 3D reconstruction step [14]. This enables to acquire bestquality images, with high contrast and minimum variance. This latter is deduced from fitting technique parameters.
4. Common Error Sources Affecting 3D Reconstruction
The stereovisionbased 3D reconstruction in view of inspection tasks is sensitive to several types of error. Since uncertainty is a critical issue when evaluating the quality of a 3D reconstruction, the estimation/assessment of errors in the final reconstruction result has to be carried out carefully. In our case, the errors in obtaining the desired 3D information are estimated using expressions defined in terms of either system parameters or error source characteristics likely to be observed. In addition to this quantitative determination of errors, other likely error sources affecting both system modeling and calibration are also considered. An overview of potential error sources is given in [15]. Similarly, in [16], taking the specificities of our application into account, we were able to define three major types of error sources. These are related to camera model inaccuracies, resulting camera calibration errors and image processing errors when extracting the contour data. The 3D reconstruction results can also be affected by correspondence errors occurring during the matching process. Indeed, imprecise disparities due to noise in the images and to calibration errors (through the fundamental matrix) can be observed. As a consequence, during the standard triangulation step (i.e., the reconstruction process), these errors in disparity can sometimes be magnified when applying the projection matrices (also defined using calibration parameters).
5. Error Evaluation of the Edge Detection Step
The extraction of edge information is the first fundamental processing step of the whole 3D reconstruction procedure. There are many ways to perform edge detection. In our case, the edge or contour point detection relies on wellknown gradientbased methods. This latter convolves the image with first derivatives of a Gaussian smoothing kernel to find and locate the edge points. After evaluation of the processed images, a selection criterion is then applied to decide whether or not a pixel belongs to an edge. Edgethinning algorithms are applied in some cases, in order to improve the results, specifically when the thickness of the primarily extracted edges is considered being too large.
One of the aims of our contributions is to develop a fully automated system (i.e., with very limited human control). Accordingly, the parameters that control the edge detection process (e.g., the width of the Gaussian smoothing kernel or threshold parameter values) are determined automatically. For example, the parameter value is determined using a measure of the amount of camera noise observed in the image and by the finescale texture of specific object surfaces seen in the image. In the current implementation of our approach, a fixed value () is used as a starting value. Following contour point extraction, chains of contour points are determined to form possibly closed contours. Each contour point list is then further subdivided into subchains defining either straightline segments or elliptical arcs using the method described in [17]. These geometric features build the basis of the outline describing the imaged objects, as it will be exemplified later on our test workpieces.
However, these simple geometric features do not contain necessarily only true edge points. This leads for the set of edge point positions belonging to a given geometric feature to uncertainties, which are further reflected in the parameter values of the fitting equation used to describe the data. Despite this observation, the line segment and curve descriptions can be determined using more or less standard fitting technique for the edge points supposed to be on these lines or curves. For that purpose, linear or nonlinear leastsquares fitting techniques are widely used. These latter minimize predefined figures of merit relying on the sum of squared errors. When using a geometric fitting approach, also known as the "best fitting" technique, the error distance is defined by the orthogonal, or the shortest, distance of a given point to the geometric feature to be fitted. Applying geometric fitting to a line segment is a linear problem, whereas its application to ellipses is a nonlinear one, which is usually solved iteratively. Gander et al. [18] have proposed a geometric ellipse fitting algorithm in parametric form, which involves a large number of fitting parameters ( unknowns in the set of equations to be solved, where is the number of measurement points), each used measurement point carrying an individual angular parameter to be estimated simultaneously, together with the five ellipse parameters.
In a related contribution, for line segments, Yi et al. [19] discussed the relationship between the random perturbations of edge point positions and the variance of the least squares estimates of the corresponding line parameters. Assuming that the noise is independent and uniformly distributed, as a result, they propose an optimized fitting technique for lines. As the outline of our test workpiece is composed of simple geometric features such as lines and elliptical arcs, one can determine descriptors of these lines or arcs using fitting techniques similar to the ones described above, in order to obtain the parameters of these features. In our work, we have extended Yi's results to analyze the edge detection error for both straight line segments and elliptical arcs. The parameters of the fitted geometric features are finally used as a quality measure to estimate the 3D reconstruction error of the reconstruction procedure carried out after having matched corresponding geometric descriptors.
5.1. Error Analysis for Line Segments
The standard equations for the parameters of a line () that best describes () data pairs, when all of the measurement error is assumed to belong to the axis (i.e., the values are assumed to be errorfree), are well known and easily derived. In this case, one can apply a standard leastsquares method. This latter involves minimizing the sum of squared differences between the fitted line and the data points in the direction. However, for contour points extracted from an image, it is more reasonable to assume that the uncertainties are observed in both the  and axis directions. In this case, application of a fitting procedure is somewhat more complex. Several methods have been published and discussed, as in [20–27]. For example, in [27], an algorithm is developed, which copes with the problem of fitting a straight line (with the restriction that vertical lines are avoided) to data with uncertainties in both coordinates. The problem has been reduced by the authors to a one dimensional search for the minimum. Expressions for the fitting parameters (variances and covariance matrix) are derived, which are further used for the estimation of uncertainties.
In our work, based on the approach described above, we consider that a line in the plane is described by the following equation:
Equation (1) represents all geometric lines in the plane, including verticals () and horizontals (). Also, this relation ensures finiteness of the moments of the estimates of the parameters, and helps to secure numerical stability when applying the fitting procedure. The fitting line is then determined by minimizing orthogonal distances. An additional constraint (e.g., as in our case, ) is imposed in order to ensure uniqueness of the solution, as suggested in [28] for socalled linear equalityconstrained least squares (LSE) fitting methods.
To estimate the parameters , and , we have used the singular value decomposition (SVD) approach. Errors are quantified by the perpendicular distances of the edge pixels to the fitting line. These errors are interpreted as representing the error for the edge detection process in the case of straight lines.
5.2. Error Analysis for Arcs of Ellipses
For computer vision based applications such as inspection tasks, ellipses, or arcs of ellipse are a major type of geometric primitives. They are the image (perspective projections) of circles, which on workpieces can be associated with holes. Due to the importance of this kind of features, a large set of fitting methods have been suggested, as, for example, in [18, 29–31], to compute ellipse equations from data point sets. In particular, Gander et al. [18] propose a geometric ellipse fitting algorithm in parametric form. Their method achieves a good compromise between accuracy of the results and required computing time.
In this approach, an ellipse in a general position is expressed in parametric form as follows:
where
are the vectors and describe the set of points to be fitted, is the center of the ellipse, and are, respectively, the semimajor and the semiminor ellipse axis (assuming ) and is the angle between the axis and the major axis of the ellipse.
Even though the ellipse could also have been described by the canonical equation, the description given by (2) is preferred, as it leads to more efficient implementations of the fitting procedure.
Ellipse fitting is performed using a nonlinear leastsquares approach, minimizing the squared sum of orthogonal distances of the points to the fitting ellipse. That implies minimizing the following criterion:
where ; and are the uniformly distributed unknown angles associated with the set of points to be fitted.
Here also, the sum of orthogonal distances is interpreted as representing the error for the edge detection process in the case of ellipses.
5.3. 2D Error Propagation
The error estimates, based on the distances computed as described in the previous section, are then propagated up to the 3D reconstruction step.
Stereovision refers to the ability to infer information on the 3D structure and distance of a scene from two images taken from different viewpoints, assuming that the relationship between the 3D objective world and the acquired 2D images (see Figure 5), namely the projection matrix, is known. Two main problems have to be solved: finding the correspondences and the reconstruction itself. Determining the correspondences leads to find which parts in the left and right images are projections of the same scene element, whereas the reconstruction problem determines the 3D structure from the correspondences, using additional information such as the calibration parameters if a metric reconstruction is desired.
A camera is usually described using the pinhole model and calibration enables to quantify the projection matrix. As it is well know, there exists a collineation, which maps the projective space to the camera's retinal plane: . Then, the coordinates of a 3D point in an Euclidean world coordinate system and the retinal image coordinates are related by
where is a scale factor, is the principal point, and are focal lengths, is the skew angle, and are extrinsic parameters describing the attitude of the camera in the scene with respect to a reference coordinate system. is a rotation matrix, which relates the camera coordinate axes with those of the reference coordinate system. is the translation in the , and directions representing the camera center in the reference coordinate system [32]. For stereovision, the same reference coordinate system is used for both views of the stereo couple.
Equation (5) can be expressed as
where and are the homogeneous coordinates of the corresponding spatial vectors, and is a matrix, called the perspective projection matrix, representing the collineation: .
If the image coordinates of the same 3D point in the two images can be obtained, the world coordinates of this point can be calculated using the twocamera geometry of Figure 6. For the two cameras, we have thus
In the resulting linear system, the three unknowns can be determined, solving the system using, for example, linear leastsquares methods. Exponent 1 represents the left image and exponent 2 the right image. As described in the previous section, line and ellipse fitting provides 2D error estimates ( for each pixel and for each contour that compose the object of interest. The pixel coordinates can then be expressed by the following:
The quantities in (8) are further propagated through the 3D reconstruction process using (7), leading to the 3D measurements. Calibration and correspondence errors occurring during the calibration and the matching processes have not yet been considered.
6. Results
With the objective to quantify the errors for 3D reconstruction results, we have used a quasipolyhedral test object of known size (overall size: mm), an example of which is shown on Figure 3(a). The images of this object are composed of straight lines, arcs, and ellipses (resulting from the perspective projection of circles from the object onto the image plane).
Firstly, and in order to simplify the error analysis, the experimental images are acquired under good illumination conditions in order to obtain images of good quality. Figure 3(a) shows an example of a pair of images of the object acquired, respectively, with the left and the right camera of the stereo rig.
The first image processing step in our system provides the desired edge detection results. For each line or curve of the object, the corresponding contour points have been firstly extracted using Canny's edge operator and secondly classified either as lines or ellipses. Figure 3(b) shows the results of the edge detection and classification steps, after segmentation of the lists of contour points. The same color is used in the two pictures to show the geometric features that have been associated, that is, matched. These pairs of features are the input data for the matching and the reconstruction step.
In a second step, we have then applied the fitting techniques described in Sections 5.1 and 5.2 to the edge point lists supposed to belong to either a line or a curve. However, as noted above, edge point positions are always affected by uncertainty, due to, for example, the image digitization process, the various noise sources in the system, and the nonideal behavior of the image processing steps. In [16], the encountered error sources are assumed to be independent and identically distributed. The resulting errors are statistically expressed as "confidence intervals." Such an interval is computed for each pixel belonging to the projection of either a line or ellipse on the image plane. In our case, 95% confidence intervals are calculated such as to include in the intervals at least 95% of the points predicted to belong to the associated geometric feature. Here, we compute the perpendicular distances of a given contour, defining a given geometric feature, to its corresponding geometric feature described using the parameters resulting from the fitting procedure. These distances are believed to be more significant and reliable, specifically when taking the target applications (e.g., quality control) into account.
Figure 4 shows typical computed 2D error distributions for the two types of geometric contours evaluated in this contribution, composing the object of interest and extracted from both the right and left images. Results corresponding to vertical and horizontal contour lines should exhibit error distributions with mean values of zero, as it is the case on Figures 4(a) to 4(d). The distributions of the distance measurements corresponding to elliptical features are expected to be nonGaussian, as shown on Figures 4(e) and 4(f). These distance data are then to be propagated up to the 3D reconstruction step.
Solving the reconstruction problem involves two main steps. Firstly, the correspondence problem has to be addressed and, secondly, the depth has to be estimated. In this work, establishing correspondences (i.e., defining pairs of corresponding points belonging to matched geometric primitives) relies on matching functions based on the socalled epipolar constraint [2]. For that purpose, a dedicated similarity criterion is computed, which is based on the number of intersections of the set of epipolar lines with a given contour of each image. As a result, for each image, socalled matching matrices are obtained. The matrix Match (right, left) (resp., Match (left, right)) contains all possible matches between right and left primitives (resp., between left and right primitives). Finally, matching can be finalized by searching for corresponding maxima in the two matrices, as indicated in the algorithm given below, which summarizes the whole process (Algorithm 1).
Algorithm 1: Matching procedure.

(1)
Estimation of the epipolar geometry

(2)
Determination of the candidate matches

(a)
For each left primitive, computation of the number of intersections of epipolar lines with right primitives. The result is the matrix Match (left, right).

(b)
For each right primitive, computation of the number of intersections of epipolar line with left primitives in the other image. The result is the matrix Match (right, left).

(a)

(3)
Finalization/validation of the matches

(c)
Computation of the similarity criterion between the two matrices: searching for corresponding maxima in the two matrices.

(d)
Elimination of the matched contours according to step (c) in the two matrices.

(e)
Repeat steps (a) to (d) until all contours have been processed.

(c)
Estimating the 3D coordinates from each matched point pairs, leading to the desired 3D reconstruction, is routinely and easily achieved applying a simple procedure known as triangulation.
If both the intrinsic and extrinsic parameters of the camera setup are known, the resulting reconstruction is called Euclidean, that is, the reconstruction is metric.
As a prerequisite for applications such as inspection or quality control tasks, estimation of the error affecting the 3D reconstruction is essential in order to be able to evaluate quantitatively the dimensions of the object or to state if the reconstruction results fulfill tolerance rules.
Further, these error estimates enable also to qualify the behavior of the vision system. With this objective, we firstly evaluate the accuracy/quality of the reconstructed contours using a linear orthogonal regression procedure, carried out in the 3D space and based on a standard principal components analysis of the reconstructed geometric features. Figure 7 illustrates the resulting 3D error distributions in the , and directions of a reference coordinate system (here, the camera coordinate system). The mean errors , and and associated variances , and are also indicated, as they build the basic descriptors of the computed distributions. Application of the method is only shown here for vertical and horizontal contours. As can be seen in Figure 7, the distributions are approximately normal, with a mean value of zero and a variance which varies in the range mm for a typical vertical reconstructed contour and mm for a typical horizontal reconstructed contour.
The difference in accuracy for a vertical edge, compared to that of a horizontal one, can be also observed in Figure 8. Thus, the quality of reconstructed vertical contours is better than that for horizontal ones. This observation can be traced back to the matching problem. As a matter of fact, vertical contours are easier to match accurately than horizontal ones, due to the configuration of the cameras of the stereo rig. Usually, the optical axes of the cameras are not aligned, that is, parallel, as it is the case for the geometry used when rectifying a stereo pair of images.
Such a configuration could be obtained by rotating the cameras from their original positions to reach alignment. An alternative is accordingly needed to rectify the stereo pair of images. As a result, matched image points corresponding to point features in a rectified image pair will lie on the same horizontal scanline and differ only in horizontal displacement. This horizontal displacement or disparity between rectified feature points is directly related to the depth of the 3D feature point. Further, the rectifying process does not require a high computation cost.
Work is currently being devoted to enhance the overall performance of the matching procedure. As could be expected (the behavior being routinely observed for stereovisionbased reconstruction procedures), the error in the direction (i.e., range) is much higher than that in the and directions (corresponding approximately to the directions of the coordinate axes of the image plane). This behavior is induced by the vergence of the cameras. Indeed, controlling the vergence of the optical axes of the cameras defines a basic tool to obtain good results when applying a matching algorithm, because the disparity values related to the object of interest can be reduced. Knowledge of the vergence also allows a distance measure of the socalled fixation point (defined as the intersection point between the focal axes and the surface of the object of interest in the scene). This measure is obtained by carrying out a triangulation involving the focal axes (i.e., their intersection). Knowing this distance enables to control the vergence by calculating the distance information of the object of interest. One can also use disparity information related to the object, according to its position in the left and right images [33].
Lastly, as a final test, we have also propagated the 2D errors observed for edge points through to the 3D computation step, in order to estimate the final 3D error for single points. Figure 8 shows the obtained 3D error distributions in the , and directions after propagation of the 2D errors. Again, we can observe that the error in the Z direction is much higher than in the other two directions.
Finally, Figures 9 and 10 show the partial 3D reconstructions (i.e., corresponding to the point of view of the stereo sensor) of our test object, after having applied the triangulation procedure to either the extracted 2D contours or their corresponding descriptors (i.e., the fitting equations of the contours).
The reconstruction using the descriptors shows that the object is better estimated, as the reconstruction step allows recovering parts of contours, which have not been extracted adequately (this is especially the case for the elliptical parts of the object). In Figure 11, an example of a reconstructed 3D vertical contour is shown, together with associated errors bounds drawn as ellipses. As an example, the 3D errors are shown for one contour, which is the vertical line represented in blue in Figure 3(b), in order to illustrate the method. The 2D ellipses around the contour represent the errors in the  and directions. Since these errors are not the same for all points along the line, the two axes of the ellipse are different, depending on the position along the line. The reason for this change in error magnitude can be traced back to the perpendicular distance of the pixels belonging to the edge described as a line after the fitting step. We recall that this distance can be interpreted as representing the error resulting from the edge detection process for the case of straight line primitives, which cannot basically be assumed to be of the same magnitude.
7. Conclusions and Outlook
In this paper, we have introduced a method for analyzing and evaluating the uncertainties encountered during visionbased reconstruction tasks. Specifically, the uncertainties have been estimated from the feature extraction step up to the triangulation based 3D reconstruction embedded within a cognitive stereovision system. As a result, the reconstruction process is sensitive to various types of error sources, as indicated in [16]. In this paper, we have mainly considered the errors introduced by the image segmentation procedure, their estimates being propagated through the whole reconstruction procedure.
Approximating the contours point lists describing the piece under evaluation using fitting results, assuming further that the various errors, specifically those related to image processing, are independent and identically distributed, we have estimated error bounds for the edges detection process. These errors are defined as being equal to the orthogonal distances of the contour pixels to the geometric feature described by the corresponding fitting parameters. These data are computed for each geometric feature being part of the object of interest. Using a dedicated error propagation scheme, the estimates have also been propagated through the whole processing chain setup for analyzing the images acquired with our stereovision system.
Since the resulting 3D reconstruction depends on image quality, the experimental images are usually acquired under good illumination conditions, in order to obtain images of sufficient quality using, for example, the approach described in [14]. Controlling the acquisition conditions allows minimizing the 3D measurement error. The experimental results presented here validate the error estimation technique and show that reconstructions of good quality with reasonable accuracy can be automatically computed. In comparison with previously obtained results, the measures presented above, with our suggested error propagation scheme, are of much higher precision and lead to reduced 3D reconstruction errors.
Generalization of the error propagation scheme is currently in progress in order to take into account all the other sources of errors, more specifically the matching errors.
References
 1.
Khemmar R, Lallement A, Hirsch E: Steps towards an intelligent selfreasoning system for the automated visionbased evaluation of manufactured parts. Proceedings of the Workshop on Applications of Computer Vision, in Conjunction with European Conference on Computer Vision (ECCV '06), May 2006, Graz, Austria 136143.
 2.
Far BA, Kohler S, Hirsch E: 3D reconstruction of manufactured parts using bidirectional stereovisionbased contour matching and comparison of real and synthetic images. Proceedings of the 9th IAPR Conference on Machine Vision Applications, May 2005, Tsukuba Science City, Japan 456459.
 3.
Kohler S, Far BA, Hirsch E: Dynamic (re)planning of 3D automated reconstruction using situation graph trees and illumination adjustment. Quality Control by Artificial Vision, May 2007, Le Creusot, France, Proceedings of SPIE 6356:11.
 4.
Khemmar R, Lallement A, Hirsch E: Design of an intelligent selfreasoning system for the automated visionbased evaluation of manufactured parts. proceedings of 7th International Conference on Quality Control by Artificial Vision (QCAV '05), May 2005, Nagoya, Japan 241246.
 5.
Blostein SD, Huang TS: Error analysis in stereo determination of 3D point positions. IEEE Transactions on Pattern Analysis and Machine Intelligence 1987,9(6):752765.
 6.
Yang Z, Wang YF: Error analysis of 3D shape construction from structured lighting. Pattern Recognition 1996,29(2):189206. 10.1016/00313203(95)000763
 7.
Ramakrishna RS, Vaidvanathan B: Error analysis in stereo vision. Proceedings of the Asian Conference on Computer Vision (ACCV '98), 1998 1351: 296304.
 8.
Kamberova G, Bajcsy R: Precision of 3D points reconstructed from stereo. Department of Computer & Information Science; 1997.
 9.
Balasuramanian R, Sukhendu D, Swaminathan K: Error analysis in reconstruction of a line in 3D from two arbitrary perspective views. International Journal of Computer Vision and Mathematicss 2000, 78: 191212.
 10.
RiveraRios AH, Shih FL, Marefat M: Stereo camera pose determination with error reduction and tolerance satisfaction for dimensional measurements. Proceedings of the IEEE International Conference on Robotics and Automation, 2005, Barcelona, Spain 423428.
 11.
Park SY, Subbarao M: A multiview 3D modeling system based on stereo vision techniques. Machine Vision and Applications 2005,16(3):148156. 10.1007/s0013800401652
 12.
Albouy B, Koenig E, Treuillet S, Lucas Y: Accurate 3D structure measurements from two uncalibrated views. Advanced Concepts for Intelligent Vision Systems 2006, 4179: 11111121. 10.1007/11864349_101
 13.
Jianxi Y, Jianting L, Zhendong S: Calibrating method and systematic error analysis on binocular 3D position system. Proceedings of the 6th International Conference on Automation and Logistics, September 2008, Qingdao, China 23103214.
 14.
Belhaoua A, Kohler S, Hirsch E: Determination of optimal lighting position in view of 3D reconstruction error minimization. Proceedings of the 10th European Congress of International Society of Stereology (ISS '09), June 2009, Bologna, Italy 408414.
 15.
Egnal G, Mintz M, Wildes RP: A stereo confidence metric using single view imagery with comparison to five alternative approaches. Image and Vision Computing 2004,22(12):943957. 10.1016/j.imavis.2004.03.018
 16.
Belhaoua A, Kohler S, Hirsch E: Estimation of 3d reconstruction errors in a stereovision system. In Modeling Aspects in Optical Metrology II, June 2009, Münich, Germany, Proceedings of the SPIE. Volume 7390. Optical Metrology; 110.
 17.
Daul C: Construction et utilisation de liste de primitives en vue d'une analyse dimensionnelle de pièce à géométrie simple, Ph.D. thesis. Université Louis Pasteur, Strasbourg, France; 1989.
 18.
Gander W, Golub GH, Strebel R: Leastsquares fitting of circles and ellipses. BIT Numerical Mathematics 1994,34(4):558578. 10.1007/BF01934268
 19.
Yi S, Haralick RM, Shapiro LG: Error propagation in machine vision. Machine Vision and Applications 1994,7(2):93114. 10.1007/BF01215805
 20.
York D: Leastsquares fitting of a straight line. Canadian Journal of Physics 1966, 44: 10791086. 10.1139/p66090
 21.
Lybanon M: A better leastsquares method when both variables have uncertainties. American Journal of Physics 1984, 52: 2226. 10.1119/1.13822
 22.
Reed BC: Linear leastsquares fits with error in both coordinates. American Journal of Physics 1989, 58: 642646.
 23.
Gonzalez AG, Marquez A, Sanz JF: An iterative algorithm for consistent and unbiased estimation of linear regression parameters when there are errors in both the x and y variables. Computers and Chemistry 1992,16(1):2527. 10.1016/00978485(92)85004I
 24.
Macdonald JR, Thompson WJ: Leastsquares fitting when both variables contain errors : pitfalls and possibilities. American Journal of Physics 1992, 60: 6673. 10.1119/1.17046
 25.
Reed BC: Linear leastsquares fits with errors in both coordinates. II: comments on parameter variances. American Journal of Physics 1992, 60: 5962. 10.1119/1.17044
 26.
York D, Evensen NM, Martínez ML, De Basabe Delgado J: Unified equations for the slope, intercept, and standard errors of the best straight line. American Journal of Physics 2004,72(3):367375. 10.1119/1.1632486
 27.
Krystek M, Anton M: A weighted total leastsquares algorithm for fitting a straight line. Measurement Science and Technology 2007,18(11):34383442. 10.1088/09570233/18/11/025
 28.
Van Huffel S, Vandewalle J: The Total Least Squares Problem, Computational Aspects and Analysis. Society for Industrial and Applied Mathematics, Philadelphia, Pa, USA; 1990.
 29.
Halir R, Flusser J: Numerically stable direct least squares fitting of ellipses. Proceedings of the 6th International Conference in Central Europe on Computer Graphics and Visualization (WSCG '98), February 1998, Plzen, Czech 125132.
 30.
Ahn SJ, Rauh W, Recknagel M: Ellipse fitting and parameter assessment of circular object targets for robot vision. Proceedings of the International Conference on Intelligent Robots and Systems, October 1999, Kyongju, Korea 1: 525530.
 31.
O'Leary P, ZsomborMurray P: Direct and specific leastsquare fitting of hyperbolæ and ellipses. Journal of Electronic Imaging 2004,13(3):492503. 10.1117/1.1758951
 32.
Bouguet JY: Visual methods for threedimensional modeling, Ph.D. thesis. California Institute of Technology, Pasadena, Calif, USA; 1999.
 33.
Kwon KC, Lim YT, Kim N, Song YJ, Choi YS: Vergence control of binocular stereoscopic camera using disparity information. Journal of the Optical Society of Korea 2009,13(3):379385. 10.3807/JOSK.2009.13.3.379
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Belhaoua, A., Kohler, S. & Hirsch, E. Error Evaluation in a StereovisionBased 3D Reconstruction System. J Image Video Proc 2010, 539836 (2010) doi:10.1155/2010/539836
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Keywords
 Contour Point
 Reference Coordinate System
 Epipolar Line
 Geometric Primitive
 Orthogonal Distance