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...

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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
id UNACIONAL2_28880a1a4aca7e839f6616105f347bd9
oai_identifier_str oai:repositorio.unal.edu.co:unal/67574
network_acronym_str UNACIONAL2
network_name_str 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
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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
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repository.name.fl_str_mv Repositorio Institucional Universidad Nacional de Colombia
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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