Tolerance for barycentric coordinates in georrefered attribute interpolations
Autor(a) principal: | |
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Data de Publicação: | 2008 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Boletim de Ciências Geodésicas |
Texto Completo: | https://revistas.ufpr.br/bcg/article/view/11275 |
Resumo: | To apply the linear model to interpolate attributes for 2D points, theattributes of three points ware weighted with their respective barycentriccoordinates. However, the finite arithmetic effects at the computation returnsbarycentric coordinates contaminated with numerical residuals that, despitetheir irrelevant dimensions that face the representable objects, it may influencethe system to make decisions involving values comparisons. In order to fixthis problem, tolerance limits were established around the theorical value, andthe processed values are attuned. This paper analyzes the influence fromattributes interpolation numerical precision over a computational environment.The limits for residuals produced by computational barycentric coordinatescalculus were defined. Those limits were chosen so that data imprecision didnot exceed it original cartographical documents precision limits, according tothe Padrão de Exatidão Cartográfica (PEC), under the most rigidclassification. The residuals found in tests were quite smaller than theprecision assured by the cartographic document used. This way, theestablished limits were reliable references to solve the purposed problem. |
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Boletim de Ciências Geodésicas |
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Tolerance for barycentric coordinates in georrefered attribute interpolationsTOLERÂNCIA PARA COORDENADAS BARICÊNTRICAS NA INTERPOLAÇÃO DE ATRIBUTOS GEORREFERENCIADOSRede Triangular Irregular; Interpolação; Padrão de Exatidão Cartográfica; Triangular Irregular Network (TIN); Interpolation; Cartographical Exactness StandardTo apply the linear model to interpolate attributes for 2D points, theattributes of three points ware weighted with their respective barycentriccoordinates. However, the finite arithmetic effects at the computation returnsbarycentric coordinates contaminated with numerical residuals that, despitetheir irrelevant dimensions that face the representable objects, it may influencethe system to make decisions involving values comparisons. In order to fixthis problem, tolerance limits were established around the theorical value, andthe processed values are attuned. This paper analyzes the influence fromattributes interpolation numerical precision over a computational environment.The limits for residuals produced by computational barycentric coordinatescalculus were defined. Those limits were chosen so that data imprecision didnot exceed it original cartographical documents precision limits, according tothe Padrão de Exatidão Cartográfica (PEC), under the most rigidclassification. The residuals found in tests were quite smaller than theprecision assured by the cartographic document used. This way, theestablished limits were reliable references to solve the purposed problem.A aplicação do modelo linear para interpolação de atributos de pontossobre o domínio bidimensional se processa ponderando dos valores dosatributos de três pontos em função das respectivas coordenadas baricêntricas.Entretanto, o emprego de aritmética finita nos cálculos realizados emambiente computacional implica em coordenadas baricêntricas eivadas deresíduos que, mesmo com dimensões irrelevantes face os objetosrepresentados, interferem na tomada de decisões pelo sistema quando hácomparação direta de valores. Como solução, opta-se pela definição de umavizinhança ao redor do valor esperado na qual pode estar o valor processado.Ao longo deste trabalho é analisada a influência da precisão numérica emambientes computacionais na interpolação de atributos, visando a estabelecerlimites de tolerância para os resíduos surgidos no cálculo das coordenadasbaricêntricas. Tais limites são calculados com base nos parâmetrosestabelecidos no Padrão de Exatidão Cartográfica (Decreto nº 89.817 de 20 dejunho de 1984), conforme a classificação mais rigorosa. Nos testes realizados,os resíduos observados foram muito menores que a precisão do documento cartográfico empregado. Desta forma, tais limites são referências confiáveispara contornar o problema apresentado.Boletim de Ciências GeodésicasBulletin of Geodetic Sciences2008-05-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://revistas.ufpr.br/bcg/article/view/11275Boletim de Ciências Geodésicas; Vol 14, No 1 (2008)Bulletin of Geodetic Sciences; Vol 14, No 1 (2008)1982-21701413-4853reponame:Boletim de Ciências Geodésicasinstname:Universidade Federal do Paraná (UFPR)instacron:UFPRporhttps://revistas.ufpr.br/bcg/article/view/11275/7860Barbosa, IvanildoMello, Flávio Luís deSilva, Luiz Felipe Coutinho Ferreira dainfo:eu-repo/semantics/openAccess2008-05-12T17:51:33Zoai:revistas.ufpr.br:article/11275Revistahttps://revistas.ufpr.br/bcgPUBhttps://revistas.ufpr.br/bcg/oaiqdalmolin@ufpr.br|| danielsantos@ufpr.br||qdalmolin@ufpr.br|| danielsantos@ufpr.br1982-21701413-4853opendoar:2008-05-12T17:51:33Boletim de Ciências Geodésicas - Universidade Federal do Paraná (UFPR)false |
dc.title.none.fl_str_mv |
Tolerance for barycentric coordinates in georrefered attribute interpolations TOLERÂNCIA PARA COORDENADAS BARICÊNTRICAS NA INTERPOLAÇÃO DE ATRIBUTOS GEORREFERENCIADOS |
title |
Tolerance for barycentric coordinates in georrefered attribute interpolations |
spellingShingle |
Tolerance for barycentric coordinates in georrefered attribute interpolations Barbosa, Ivanildo Rede Triangular Irregular; Interpolação; Padrão de Exatidão Cartográfica; Triangular Irregular Network (TIN); Interpolation; Cartographical Exactness Standard |
title_short |
Tolerance for barycentric coordinates in georrefered attribute interpolations |
title_full |
Tolerance for barycentric coordinates in georrefered attribute interpolations |
title_fullStr |
Tolerance for barycentric coordinates in georrefered attribute interpolations |
title_full_unstemmed |
Tolerance for barycentric coordinates in georrefered attribute interpolations |
title_sort |
Tolerance for barycentric coordinates in georrefered attribute interpolations |
author |
Barbosa, Ivanildo |
author_facet |
Barbosa, Ivanildo Mello, Flávio Luís de Silva, Luiz Felipe Coutinho Ferreira da |
author_role |
author |
author2 |
Mello, Flávio Luís de Silva, Luiz Felipe Coutinho Ferreira da |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Barbosa, Ivanildo Mello, Flávio Luís de Silva, Luiz Felipe Coutinho Ferreira da |
dc.subject.por.fl_str_mv |
Rede Triangular Irregular; Interpolação; Padrão de Exatidão Cartográfica; Triangular Irregular Network (TIN); Interpolation; Cartographical Exactness Standard |
topic |
Rede Triangular Irregular; Interpolação; Padrão de Exatidão Cartográfica; Triangular Irregular Network (TIN); Interpolation; Cartographical Exactness Standard |
description |
To apply the linear model to interpolate attributes for 2D points, theattributes of three points ware weighted with their respective barycentriccoordinates. However, the finite arithmetic effects at the computation returnsbarycentric coordinates contaminated with numerical residuals that, despitetheir irrelevant dimensions that face the representable objects, it may influencethe system to make decisions involving values comparisons. In order to fixthis problem, tolerance limits were established around the theorical value, andthe processed values are attuned. This paper analyzes the influence fromattributes interpolation numerical precision over a computational environment.The limits for residuals produced by computational barycentric coordinatescalculus were defined. Those limits were chosen so that data imprecision didnot exceed it original cartographical documents precision limits, according tothe Padrão de Exatidão Cartográfica (PEC), under the most rigidclassification. The residuals found in tests were quite smaller than theprecision assured by the cartographic document used. This way, theestablished limits were reliable references to solve the purposed problem. |
publishDate |
2008 |
dc.date.none.fl_str_mv |
2008-05-12 |
dc.type.none.fl_str_mv |
|
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://revistas.ufpr.br/bcg/article/view/11275 |
url |
https://revistas.ufpr.br/bcg/article/view/11275 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://revistas.ufpr.br/bcg/article/view/11275/7860 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Boletim de Ciências Geodésicas Bulletin of Geodetic Sciences |
publisher.none.fl_str_mv |
Boletim de Ciências Geodésicas Bulletin of Geodetic Sciences |
dc.source.none.fl_str_mv |
Boletim de Ciências Geodésicas; Vol 14, No 1 (2008) Bulletin of Geodetic Sciences; Vol 14, No 1 (2008) 1982-2170 1413-4853 reponame:Boletim de Ciências Geodésicas instname:Universidade Federal do Paraná (UFPR) instacron:UFPR |
instname_str |
Universidade Federal do Paraná (UFPR) |
instacron_str |
UFPR |
institution |
UFPR |
reponame_str |
Boletim de Ciências Geodésicas |
collection |
Boletim de Ciências Geodésicas |
repository.name.fl_str_mv |
Boletim de Ciências Geodésicas - Universidade Federal do Paraná (UFPR) |
repository.mail.fl_str_mv |
qdalmolin@ufpr.br|| danielsantos@ufpr.br||qdalmolin@ufpr.br|| danielsantos@ufpr.br |
_version_ |
1799771721209741312 |