Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia)
This research aimed to predict the occurrence of mass movements in the aqueduct network of Palacé, in the municipality of Popayan (Colombia). We evaluated the quality of SRTM and ASTER digital terrain models by comparing them with contour lines using a map scale of 1: 25000. The landscape parameters...
- Autores:
-
Correa Muñoz, Nixon Alexander
Higidio Castro, Jhon Fander
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2017
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/67574
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/67574
http://bdigital.unal.edu.co/68603/
- Palabra clave:
- 62 Ingeniería y operaciones afines / Engineering
Geomorphometry
mass removal processes
landscape parameters
logistic regression
accuracy
Geomorfometría
procesos de remoción en masa
parámetros del terreno
regresión logística
exactitud
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
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Universidad Nacional de Colombia |
repository_id_str |
|
dc.title.spa.fl_str_mv |
Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia) |
title |
Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia) |
spellingShingle |
Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia) 62 Ingeniería y operaciones afines / Engineering Geomorphometry mass removal processes landscape parameters logistic regression accuracy Geomorfometría procesos de remoción en masa parámetros del terreno regresión logística exactitud |
title_short |
Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia) |
title_full |
Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia) |
title_fullStr |
Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia) |
title_full_unstemmed |
Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia) |
title_sort |
Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia) |
dc.creator.fl_str_mv |
Correa Muñoz, Nixon Alexander Higidio Castro, Jhon Fander |
dc.contributor.author.spa.fl_str_mv |
Correa Muñoz, Nixon Alexander Higidio Castro, Jhon Fander |
dc.subject.ddc.spa.fl_str_mv |
62 Ingeniería y operaciones afines / Engineering |
topic |
62 Ingeniería y operaciones afines / Engineering Geomorphometry mass removal processes landscape parameters logistic regression accuracy Geomorfometría procesos de remoción en masa parámetros del terreno regresión logística exactitud |
dc.subject.proposal.spa.fl_str_mv |
Geomorphometry mass removal processes landscape parameters logistic regression accuracy Geomorfometría procesos de remoción en masa parámetros del terreno regresión logística exactitud |
description |
This research aimed to predict the occurrence of mass movements in the aqueduct network of Palacé, in the municipality of Popayan (Colombia). We evaluated the quality of SRTM and ASTER digital terrain models by comparing them with contour lines using a map scale of 1: 25000. The landscape parameters derived from the SRTM-DEM were analyzed with a multivariate procedure using algorithms implemented in free software, along with thematic information of the study area (coverage, distance to faults, rivers and precipitation). We selected non-redundant variables with the non-parametric ACP technique, and obtained a susceptibility prediction model using logistic regression, with two types of variables: dependent (landslides inventory from field observation) and independent (slope, slope length factor, topographic wetness index, flow path length, soil units and rate of convergence) resulting in a susceptibility map, reclassified into categories according to the values of probability. The prediction model could not be quantitatively assessed because of the absence of studies with a semi-detailed scale, but the estimation of the mean square error of elevation, from which the terrain parameters were derived, the level of detail and the performance of the classifier with ROC curve, yielded a zoning consistent with the findings of the field visits. |
publishDate |
2017 |
dc.date.issued.spa.fl_str_mv |
2017-05-01 |
dc.date.accessioned.spa.fl_str_mv |
2019-07-03T04:34:49Z |
dc.date.available.spa.fl_str_mv |
2019-07-03T04:34:49Z |
dc.type.spa.fl_str_mv |
Artículo de revista |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
dc.type.coarversion.spa.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.content.spa.fl_str_mv |
Text |
dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
format |
http://purl.org/coar/resource_type/c_6501 |
status_str |
publishedVersion |
dc.identifier.issn.spa.fl_str_mv |
ISSN: 2248-8723 |
dc.identifier.uri.none.fl_str_mv |
https://repositorio.unal.edu.co/handle/unal/67574 |
dc.identifier.eprints.spa.fl_str_mv |
http://bdigital.unal.edu.co/68603/ |
identifier_str_mv |
ISSN: 2248-8723 |
url |
https://repositorio.unal.edu.co/handle/unal/67574 http://bdigital.unal.edu.co/68603/ |
dc.language.iso.spa.fl_str_mv |
spa |
language |
spa |
dc.relation.spa.fl_str_mv |
https://revistas.unal.edu.co/index.php/ingeinv/article/view/59654 |
dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación Ingeniería e Investigación |
dc.relation.references.spa.fl_str_mv |
Correa Muñoz, Nixon Alexander and Higidio Castro, Jhon Fander (2017) Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia). Ingeniería e Investigación, 37 (2). pp. 17-24. ISSN 2248-8723 |
dc.rights.spa.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.license.spa.fl_str_mv |
Atribución-NoComercial 4.0 Internacional |
dc.rights.uri.spa.fl_str_mv |
http://creativecommons.org/licenses/by-nc/4.0/ |
dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Atribución-NoComercial 4.0 Internacional Derechos reservados - Universidad Nacional de Colombia http://creativecommons.org/licenses/by-nc/4.0/ http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
dc.format.mimetype.spa.fl_str_mv |
application/pdf |
dc.publisher.spa.fl_str_mv |
Universidad Nacional de Colombia - Sede Bogotá - Facultad de Ingeniería |
institution |
Universidad Nacional de Colombia |
bitstream.url.fl_str_mv |
https://repositorio.unal.edu.co/bitstream/unal/67574/1/59654-343211-1-PB.pdf https://repositorio.unal.edu.co/bitstream/unal/67574/2/59654-343211-1-PB.pdf.jpg |
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Repositorio Institucional Universidad Nacional de Colombia |
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1814089274990002176 |
spelling |
Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Correa Muñoz, Nixon Alexandera4d571f7-1fee-4436-8ee0-a371c56e5dc0300Higidio Castro, Jhon Fander15c108b3-54cb-438d-8252-217477a771eb3002019-07-03T04:34:49Z2019-07-03T04:34:49Z2017-05-01ISSN: 2248-8723https://repositorio.unal.edu.co/handle/unal/67574http://bdigital.unal.edu.co/68603/This research aimed to predict the occurrence of mass movements in the aqueduct network of Palacé, in the municipality of Popayan (Colombia). We evaluated the quality of SRTM and ASTER digital terrain models by comparing them with contour lines using a map scale of 1: 25000. The landscape parameters derived from the SRTM-DEM were analyzed with a multivariate procedure using algorithms implemented in free software, along with thematic information of the study area (coverage, distance to faults, rivers and precipitation). We selected non-redundant variables with the non-parametric ACP technique, and obtained a susceptibility prediction model using logistic regression, with two types of variables: dependent (landslides inventory from field observation) and independent (slope, slope length factor, topographic wetness index, flow path length, soil units and rate of convergence) resulting in a susceptibility map, reclassified into categories according to the values of probability. The prediction model could not be quantitatively assessed because of the absence of studies with a semi-detailed scale, but the estimation of the mean square error of elevation, from which the terrain parameters were derived, the level of detail and the performance of the classifier with ROC curve, yielded a zoning consistent with the findings of the field visits.Esta investigación busca predecir la ocurrencia de movimientos en masa en la red de acueducto Palacé, en el municipio de Popayan (Cauca). Se evaluó la calidad de los modelos digitales del terreno SRTM y ASTER, comparándolos con curvas de nivel a escala 1:25000. Los parámetros del terreno, derivados del modelo DEM-SRTM, fueron analizados de forma multivariada mediante algoritmos implementados en software libre, junto con información temática de la zona de estudio (cobertura, distancia a fallas, a los ríos y la precipitación). Mediante la técnica no paramétrica del ACP se seleccionaron variables no redundantes, y se obtuvo un modelo de predicción de susceptibilidad mediante regresión logística utilizando variables dependientes (inventario de deslizamiento a partir del recorrido de campo) e independientes, correspondientes al terreno: la pendiente, el factor longitud de pendiente, el índice topográfico de humedad, la longitud de ruta de flujo, los suelos y el índice de convergencia. Esto permitió la obtención de un mapa de susceptibilidad que se reclasificó en categorías de acuerdo con valores de probabilidad obtenidos. El modelo de predicción no pudo evaluarse cuantitativamente al no haber estudios a escala semi-detallada, pero la estimación del error cuadrático medio de la elevación, desde la cual se derivaron los parámetros del terreno, el nivel de detalle obtenido y el desempeño del clasificador con la curva ROC, arrojó una zonificación concordante con lo encontrado en las visitas de campo realizadas.application/pdfspaUniversidad Nacional de Colombia - Sede Bogotá - Facultad de Ingenieríahttps://revistas.unal.edu.co/index.php/ingeinv/article/view/59654Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónCorrea Muñoz, Nixon Alexander and Higidio Castro, Jhon Fander (2017) Determination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia). Ingeniería e Investigación, 37 (2). pp. 17-24. ISSN 2248-872362 Ingeniería y operaciones afines / EngineeringGeomorphometrymass removal processeslandscape parameterslogistic regressionaccuracyGeomorfometríaprocesos de remoción en masaparámetros del terrenoregresión logísticaexactitudDetermination of landslide susceptibility in linear infrastructure. Case: aqueduct network in Palacé, Popayan (Colombia)Artículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTORIGINAL59654-343211-1-PB.pdfapplication/pdf810266https://repositorio.unal.edu.co/bitstream/unal/67574/1/59654-343211-1-PB.pdf7a629846afb9bc565cc1c8aafe21b2d9MD51THUMBNAIL59654-343211-1-PB.pdf.jpg59654-343211-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg8410https://repositorio.unal.edu.co/bitstream/unal/67574/2/59654-343211-1-PB.pdf.jpg98f81609281caed71f99d3b49e7aa82fMD52unal/67574oai:repositorio.unal.edu.co:unal/675742023-05-30 23:03:13.365Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |