DETERMINATION OF SOIL VOLUME BY PLANIALTIMETRIC SURVEY METHODS
Autor(a) principal: | |
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Data de Publicação: | 2020 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Engenharia Agrícola |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S0100-69162020000200207 |
Resumo: | ABSTRACT Considering the importance of topographic surveys to determine soil volumes and study efficient and accessible alternatives for this operation, this study aimed to analyze methods and respective equipment for planialtimetric surveys to determine soil volume. An experimental grid was installed in an area locate in Fernandópolis, SP, Brazil, in which quotas were measured by geometric leveling (standard method), trigonometric leveling, leveling with receivers of the Global Navigation Satellite System (GNSS) by relative (frequencies L1/L2) and absolute positioning (code C/A) and extraction of altitudes in digital terrain model from SRTM and ASTER images. In comparison to geometric leveling, trigonometric leveling was the most accurate in determining soil volume (0.6% error), followed by GNSS leveling by relative positioning (23.7% error), and extraction of altitudes by SRTM (32.0% error) and ASTER images (38.3% error). GNSS leveling by absolute positioning presented the highest error in determining soil volume (287.4%) compared to the other methods. |
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Engenharia Agrícola |
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DETERMINATION OF SOIL VOLUME BY PLANIALTIMETRIC SURVEY METHODSGNSSgeometric levelingtrigonometric levelinggeomaticsABSTRACT Considering the importance of topographic surveys to determine soil volumes and study efficient and accessible alternatives for this operation, this study aimed to analyze methods and respective equipment for planialtimetric surveys to determine soil volume. An experimental grid was installed in an area locate in Fernandópolis, SP, Brazil, in which quotas were measured by geometric leveling (standard method), trigonometric leveling, leveling with receivers of the Global Navigation Satellite System (GNSS) by relative (frequencies L1/L2) and absolute positioning (code C/A) and extraction of altitudes in digital terrain model from SRTM and ASTER images. In comparison to geometric leveling, trigonometric leveling was the most accurate in determining soil volume (0.6% error), followed by GNSS leveling by relative positioning (23.7% error), and extraction of altitudes by SRTM (32.0% error) and ASTER images (38.3% error). GNSS leveling by absolute positioning presented the highest error in determining soil volume (287.4%) compared to the other methods.Associação Brasileira de Engenharia Agrícola2020-04-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S0100-69162020000200207Engenharia Agrícola v.40 n.2 2020reponame:Engenharia Agrícolainstname:Associação Brasileira de Engenharia Agrícola (SBEA)instacron:SBEA10.1590/1809-4430-eng.agric.v40n2p207-214/2020info:eu-repo/semantics/openAccessVanzela,Luiz S.Araujo Junior,OsvaldoLima,Ronaldo C.eng2020-04-15T00:00:00Zoai:scielo:S0100-69162020000200207Revistahttp://www.engenhariaagricola.org.br/ORGhttps://old.scielo.br/oai/scielo-oai.phprevistasbea@sbea.org.br||sbea@sbea.org.br1809-44300100-6916opendoar:2020-04-15T00:00Engenharia Agrícola - Associação Brasileira de Engenharia Agrícola (SBEA)false |
dc.title.none.fl_str_mv |
DETERMINATION OF SOIL VOLUME BY PLANIALTIMETRIC SURVEY METHODS |
title |
DETERMINATION OF SOIL VOLUME BY PLANIALTIMETRIC SURVEY METHODS |
spellingShingle |
DETERMINATION OF SOIL VOLUME BY PLANIALTIMETRIC SURVEY METHODS Vanzela,Luiz S. GNSS geometric leveling trigonometric leveling geomatics |
title_short |
DETERMINATION OF SOIL VOLUME BY PLANIALTIMETRIC SURVEY METHODS |
title_full |
DETERMINATION OF SOIL VOLUME BY PLANIALTIMETRIC SURVEY METHODS |
title_fullStr |
DETERMINATION OF SOIL VOLUME BY PLANIALTIMETRIC SURVEY METHODS |
title_full_unstemmed |
DETERMINATION OF SOIL VOLUME BY PLANIALTIMETRIC SURVEY METHODS |
title_sort |
DETERMINATION OF SOIL VOLUME BY PLANIALTIMETRIC SURVEY METHODS |
author |
Vanzela,Luiz S. |
author_facet |
Vanzela,Luiz S. Araujo Junior,Osvaldo Lima,Ronaldo C. |
author_role |
author |
author2 |
Araujo Junior,Osvaldo Lima,Ronaldo C. |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Vanzela,Luiz S. Araujo Junior,Osvaldo Lima,Ronaldo C. |
dc.subject.por.fl_str_mv |
GNSS geometric leveling trigonometric leveling geomatics |
topic |
GNSS geometric leveling trigonometric leveling geomatics |
description |
ABSTRACT Considering the importance of topographic surveys to determine soil volumes and study efficient and accessible alternatives for this operation, this study aimed to analyze methods and respective equipment for planialtimetric surveys to determine soil volume. An experimental grid was installed in an area locate in Fernandópolis, SP, Brazil, in which quotas were measured by geometric leveling (standard method), trigonometric leveling, leveling with receivers of the Global Navigation Satellite System (GNSS) by relative (frequencies L1/L2) and absolute positioning (code C/A) and extraction of altitudes in digital terrain model from SRTM and ASTER images. In comparison to geometric leveling, trigonometric leveling was the most accurate in determining soil volume (0.6% error), followed by GNSS leveling by relative positioning (23.7% error), and extraction of altitudes by SRTM (32.0% error) and ASTER images (38.3% error). GNSS leveling by absolute positioning presented the highest error in determining soil volume (287.4%) compared to the other methods. |
publishDate |
2020 |
dc.date.none.fl_str_mv |
2020-04-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S0100-69162020000200207 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S0100-69162020000200207 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/1809-4430-eng.agric.v40n2p207-214/2020 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
Associação Brasileira de Engenharia Agrícola |
publisher.none.fl_str_mv |
Associação Brasileira de Engenharia Agrícola |
dc.source.none.fl_str_mv |
Engenharia Agrícola v.40 n.2 2020 reponame:Engenharia Agrícola instname:Associação Brasileira de Engenharia Agrícola (SBEA) instacron:SBEA |
instname_str |
Associação Brasileira de Engenharia Agrícola (SBEA) |
instacron_str |
SBEA |
institution |
SBEA |
reponame_str |
Engenharia Agrícola |
collection |
Engenharia Agrícola |
repository.name.fl_str_mv |
Engenharia Agrícola - Associação Brasileira de Engenharia Agrícola (SBEA) |
repository.mail.fl_str_mv |
revistasbea@sbea.org.br||sbea@sbea.org.br |
_version_ |
1752126274545909760 |