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Auteur X. Tong-Tong |
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A least squares-based method for adjusting the boundaries of area objects / X. Tong-Tong in Photogrammetric Engineering & Remote Sensing, PERS, vol 71 n° 2 (February 2005)
[article]
Titre : A least squares-based method for adjusting the boundaries of area objects Type de document : Article/Communication Auteurs : X. Tong-Tong, Auteur ; Wei Shi, Auteur ; D. Liu, Auteur Année de publication : 2005 Article en page(s) : pp 189 - 195 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Traitement d'image
[Termes IGN] cadastre étranger
[Termes IGN] cohérence géométrique
[Termes IGN] implémentation (informatique)
[Termes IGN] limite indéterminée
[Termes IGN] méthode des moindres carrés
[Termes IGN] objet géographique zonal
[Termes IGN] parcelle cadastrale
[Termes IGN] précision géométrique (imagerie)
[Termes IGN] Shanghai (Chine)
[Termes IGN] système d'information géographiqueRésumé : (Auteur) In this paper a least squares-based method is proposed for adjusting the boundaries of area objects in a GIS that is designed particularly for solving inconsistencies between the areas of digitized and registered land parcels. The principle of this approach is taking the size of the registered area of a land parcel as its true value and to adjust the geometric position of the boundaries of the digitized parcel. First, a generic area adjustment model is derived by incorporating the following two categories of constraints: (a) attribute constraint: the size of the true area of the parcel, and (b) geometric constraints: such as, straight lines, right angles and certain distances. Second, the methods used to adjust the areas of the parcels for different cases are presented. Third, the implementation of the proposed model is illustrated using several case studies. The results of the application and the corresponding analysis demonstrate that the proposed approach is able to maintain a consistency between the areas of the digitized and registered parcels. This study has solved one of the most critical problems in developing a land/cadastral information system, and this solution has been adopted in the processing of real world cadastral data in Shanghai and other cities in China. Numéro de notice : A2005-030 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article DOI : 10.14358/PERS.71.2.189 En ligne : https://doi.org/10.14358/PERS.71.2.189 Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=27168
in Photogrammetric Engineering & Remote Sensing, PERS > vol 71 n° 2 (February 2005) . - pp 189 - 195[article]Modelling error propagation in vector-based overlay analysis / Wei Shi in ISPRS Journal of photogrammetry and remote sensing, vol 59 n° 1-2 (August 2004 - April 2005)
[article]
Titre : Modelling error propagation in vector-based overlay analysis Type de document : Article/Communication Auteurs : Wei Shi, Auteur ; C.K. Cheung, Auteur ; X. Tong-Tong, Auteur Année de publication : 2004 Article en page(s) : pp 47 - 59 Note générale : Bibliographie Langues : Anglais (eng) Descripteur : [Vedettes matières IGN] Traitement d'image
[Termes IGN] données vectorielles
[Termes IGN] erreur de positionnement
[Termes IGN] modèle analytique
[Termes IGN] modélisation
[Termes IGN] noeud
[Termes IGN] polygone
[Termes IGN] propagation d'erreurRésumé : (Auteur) This paper proposes two methods for analyzing error propagation in overlay analysis of vector polygons, an analytical and simulation method. First, for the analytical method, the error is derived based on the error propagation law in statistics. In the second method, error propagation of overlay is simulated based on the positional error of the original polygon vertices, assuming a given error distribution of the vertices. For both methods, several geometrical error measures for the derived polygons are defined: (i) error measures for the perimeter, area and center of gravity of a polygon, and (ii) the error intervals for the polygon vertices. A test is performed to compare the differences between the two methods and their applicability. The results indicate that there is no significant difference in estimating the propagated error between the two methods. However, these two methods are suitable for different cases. The analytical method is applicable when the error ellipse of any intersection point of the original polygons does not intersect with error ellipses of all the vertices of the original polygons, if the intersection point or, in case of disjoint polygon boundaries, the error ellipse of any point on the boundary of one original polygon does not intersect with the error ellipse of any point on the boundary of the other original polygons. On the other hand, the simulation method is more generic, but more time consuming. Copyright ISPRS Numéro de notice : A2004-314 Affiliation des auteurs : non IGN Thématique : IMAGERIE Nature : Article nature-HAL : ArtAvecCL-RevueIntern DOI : 10.1016/j.isprsjprs.2004.05.003 En ligne : https://doi.org/10.1016/j.isprsjprs.2004.05.003 Format de la ressource électronique : URL article Permalink : https://documentation.ensg.eu/index.php?lvl=notice_display&id=26841
in ISPRS Journal of photogrammetry and remote sensing > vol 59 n° 1-2 (August 2004 - April 2005) . - pp 47 - 59[article]Exemplaires(1)
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