Effect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru

Studies concerning the debris flows in mountain areas are relevant because of their potential negative effects on the human communities and infrastructure in their areas of influence. To advance the understanding of the theoretical basis, this study qualitatively analyzes the effect of lithological...

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Autores:
BIZARRETA ORTEGA, JULIO CESAR
López Bendezú, Marko Antonio
Almeida Del Savio, Alexandre
Canales, Fausto Alfredo
Tipo de recurso:
Article of investigation
Fecha de publicación:
2022
Institución:
Corporación Universidad de la Costa
Repositorio:
REDICUC - Repositorio CUC
Idioma:
eng
OAI Identifier:
oai:repositorio.cuc.edu.co:11323/13554
Acceso en línea:
https://hdl.handle.net/11323/13554
https://repositorio.cuc.edu.co/
Palabra clave:
Arid basin
Debris flows
Geotechnical characteristics
Lithology
Bacia árida
Características geotécnicas
Fluxos de detritos
Litologia
Rights
openAccess
License
Atribución 4.0 Internacional (CC BY 4.0)
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oai_identifier_str oai:repositorio.cuc.edu.co:11323/13554
network_acronym_str RCUC2
network_name_str REDICUC - Repositorio CUC
repository_id_str
dc.title.eng.fl_str_mv Effect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru
dc.title.por.fl_str_mv Efeito das características litológicas e geotécnicas na geração de fluxos de detritos na bacia árida de Mirave, Peru
title Effect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru
spellingShingle Effect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru
Arid basin
Debris flows
Geotechnical characteristics
Lithology
Bacia árida
Características geotécnicas
Fluxos de detritos
Litologia
title_short Effect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru
title_full Effect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru
title_fullStr Effect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru
title_full_unstemmed Effect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru
title_sort Effect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru
dc.creator.fl_str_mv BIZARRETA ORTEGA, JULIO CESAR
López Bendezú, Marko Antonio
Almeida Del Savio, Alexandre
Canales, Fausto Alfredo
dc.contributor.author.none.fl_str_mv BIZARRETA ORTEGA, JULIO CESAR
López Bendezú, Marko Antonio
Almeida Del Savio, Alexandre
Canales, Fausto Alfredo
dc.subject.proposal.eng.fl_str_mv Arid basin
Debris flows
Geotechnical characteristics
Lithology
topic Arid basin
Debris flows
Geotechnical characteristics
Lithology
Bacia árida
Características geotécnicas
Fluxos de detritos
Litologia
dc.subject.proposal.por.fl_str_mv Bacia árida
Características geotécnicas
Fluxos de detritos
Litologia
description Studies concerning the debris flows in mountain areas are relevant because of their potential negative effects on the human communities and infrastructure in their areas of influence. To advance the understanding of the theoretical basis, this study qualitatively analyzes the effect of lithological characteristics and soil type on the generation of debris flows in the arid basin of Mirave, in southern Peru, as a consequence of extensive rainfall. Two debris flow events are evaluated, which occurred in the studied area in March 2015 and February 2019. The method used to achieve the objective combines the use of satellite images, field data collection, and lab tests results to estimate the relative importance of the abovementioned characteristics in the generation of debris flows. The results suggest that the poor presence of clay and the predominance of sandy-loamy structured soils in the Mirave Basin make them unstable when erosion occurs. In addition, the features of broken down materials generated from residual and colluvial soils in the primary area of study are one of the main causes of debris flows in the region.
publishDate 2022
dc.date.issued.none.fl_str_mv 2022
dc.date.accessioned.none.fl_str_mv 2024-10-26T18:04:37Z
dc.date.available.none.fl_str_mv 2024-10-26T18:04:37Z
dc.type.none.fl_str_mv Artículo de revista
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dc.type.content.none.fl_str_mv Text
dc.type.driver.none.fl_str_mv info:eu-repo/semantics/article
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dc.type.version.none.fl_str_mv info:eu-repo/semantics/publishedVersion
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dc.identifier.issn.none.fl_str_mv 1980-993X
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/11323/13554
dc.identifier.doi.none.fl_str_mv 10.4136/ambi-agua.2785
dc.identifier.instname.none.fl_str_mv Corporación Universidad de la Costa
dc.identifier.reponame.none.fl_str_mv REDICUC - Repositorio CUC
dc.identifier.repourl.none.fl_str_mv https://repositorio.cuc.edu.co/
identifier_str_mv 1980-993X
10.4136/ambi-agua.2785
Corporación Universidad de la Costa
REDICUC - Repositorio CUC
url https://hdl.handle.net/11323/13554
https://repositorio.cuc.edu.co/
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.ispartofjournal.none.fl_str_mv Revista Ambiente e Agua
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ASTM INTERNATIONAL. ASTM D2487-17e1. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, 2020b.
ASTM INTERNATIONAL. ASTM D3080/D3080M-11. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. West Conshohocken, 2020c.
ASTM INTERNATIONAL. ASTM D4318-17e1. Standard Test Method for Specific Gravity of Soil Solids by Gas Pycnometer. West Conshohocken, 2020d.
ASTM INTERNATIONAL. ASTM D5550-14. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. West Conshohocken, 2020e.
ASTM INTERNATIONAL. ASTM D6913M-17. Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis. West Conshohocken, 2020f.
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BRAYSHAW, D.; HASSAN, M. A. Debris flow initiation and sediment recharge in gullies. Geomorphology, v. 109, n. 3-4, p. 122-131, 2009. https://doi.org/10.1016/j.geomorph.2009.02.021
BRIAUD, J.-L.; GOVINDASAMY, A. V.; SHAFII, I. Erosion charts for selected geomaterials. Journal of Geotechnical and Geoenvironmental Engineering, v. 143, n. 10, p. 04017072, 2017. https://ascelibrary.org/doi/full/10.1061/(ASCE)GT.1943- 5606.0001771
CANNON, S. H.; RENEAU, S. L. Conditions for generation of fire-related debris flows, Capulin Canyon, New Mexico. Earth Surface Processes and Landforms, v. 25, n. 10, p. 1103-1121, 2000. https://doi.org/10.1002/1096-9837(200009)25:10%3C1103::AIDESP120%3E3.0.CO;2-H
CHANG, M.; LIU, Y.; ZHOU, C.; CHE, H. Hazard assessment of a catastrophic mine waste debris flow of Hou Gully, Shimian, China. Engineering Geology, v. 275, p. 105733, 2020. https://doi.org/10.1016/j.enggeo.2020.105733
CHANG-XING, S. H. I. Effects of gravel content on soil erodibility and the methods of estimating soil erodibility factor K. Chinese Journal of Soil Science, v. 40, n. 6, p. 1398– 1401, 2009.
CHEN, J.-C.; LIN, C.-W.; WANG, L.-C. Geomorphic characteristics of hillslope and channelized debris flows: A case study in the Shitou area of central Taiwan. Journal of Mountain Science, v. 6, n. 3, p. 266-273, 2009. https://doi.org/10.1007/s11629-009- 0250-0
DECOU, A.; VON EYNATTEN, H.; DUNKL, I.; FREI, D.; WÖRNER, G. Late Eocene to Early Miocene Andean uplift inferred from detrital zircon fission track and U–Pb dating of Cenozoic forearc sediments (15-18°S). Journal of South American Earth Sciences, v. 45, p. 6-23, 2013. https://doi.org/10.1016/j.jsames.2013.02.003
DEL SAVIO, A. A.; QUISCA ASTOCAHUANA, S. I.; CASTILLO NAVARRO, L. F. Numerical simulation of debris flows of the catastrophic event of February 2019 in Mirave–Peru. Revista Ambiente & Água, v. 14, n. 6, p. 1-20, 2019. https://doi.org/10.4136/ambi-agua.2437
DI, B.; ZHANG, H.; LIU, Y. et al. Assessing susceptibility of debris flow in Southwest China using gradient boosting machine. Scientific Reports, v. 9, n. 1, p. 12532, 2019. https://doi.org/10.1038/s41598-019-48986-5
DING, M.; HUANG, T.; ZHENG, H.; YANG, G. Respective influence of vertical mountain differentiation on debris flow occurrence in the Upper Min River, China. Scientific Reports, v. 10, n. 1, p. 11689, 2020. https://doi.org/10.1038/s41598-019-48986-5
ESPER ANGILLIERI, M. Y. Debris flow susceptibility mapping using frequency ratio and seed cells, in a portion of a mountain international route, Dry Central Andes of Argentina. CATENA, v. 189, p. 104504, 2020. https://doi.org/10.1016/j.catena.2020.104504
ESPER ANGILLIERI, M. Y.; PERUCCA, L.; VARGAS, N. Spatial and temporal analysis of debris flow occurrence in three adjacent basins of the western margin of Grande River: Quebrada de Humahuaca, Jujuy, Argentina. Geografiska Annaler: Series A, Physical Geography, v. 102, n. 2, p. 83-103, 2020. https://doi.org/10.1080/04353676.2020.1744075
GLADE, T. Linking debris-flow hazard assessments with geomorphology. Geomorphology, v. 66, n. 1-4, p. 189-213, 2005. https://doi.org/10.1016/j.geomorph.2004.09.023
GRABOWSKI, R. C.; DROPPO, I. G.; WHARTON, G. Erodibility of cohesive sediment: The importance of sediment properties. Earth-Science Reviews, v. 105, n. 3-, p. 101-120, 2011. https://doi.org/10.1016/j.earscirev.2011.01.008
GRISSINGER, E. H. Resistance of selected clay systems to erosion by water. Water Resources Research, v. 2, n. 1, p. 131-138, 1966. https://doi.org/10.1029/WR002i001p00131
GUERRERO, P. C.; ROSAS, M.; ARROYO, M. T. K.; WIENS, J. J. Evolutionary lag times and recent origin of the biota of an ancient desert (Atacama-Sechura). Proceedings of the National Academy of Sciences of the United States of America, v. 110, n. 28, p. 11469- 11474, 2013. https://doi.org/10.1073/pnas.1308721110
HOOKE, J. Coarse sediment connectivity in river channel systems: a conceptual framework and methodology. Geomorphology, v. 56, n. 1-2, p. 79-94, 2003. https://doi.org/10.1016/S0169-555X(03)00047-3
HOUSTON, J. Variability of precipitation in the Atacama Desert: its causes and hydrological impact. International Journal of Climatology, v. 26, n. 15, p. 2181-2198, 2006. https://doi.org/10.1002/joc.1359
HU, S.; LI, L.; CHEN, L.; CHENG, L.; YUAN, L.; HUANG, X. et al. Estimation of Soil Erosion in the Chaohu Lake Basin through Modified Soil Erodibility Combined with Gravel Content in the RUSLE Model. Water, v. 11, n. 9, p. 1806, 2019. https://doi.org/10.3390/w11091806
HUNGR, O. Classification and terminology. Debris-flow Hazards and Related Phenomena. p. 9-23, 2005. Berlin: Springer Praxis Books.
ILABAYA. District Municipality. Risk assessment report on debris flow risk in the town of Mirave, district of Ilabaya, province of Jorge Basadre, Tacna Department. Lima: Centro Nacional d Estimación, Prevención y Reducción del Riesgo de Desastres, 2016.
IMAIZUMI, F.; TSUCHIYA, S.; OHSAKA, O. Behavior of boulders within a debris flow initiation zone. International Journal of Erosion Control Engineering, v. 9, n. 3, p. 91-100, 2016. https://doi.org/10.13101/ijece.9.91
INDECI. Complementary Report Number 408 - 09/02/2019/COEN - INDECI/02:20 Hours (Report N° 01) Huaico en el distrito de Ilabaya–Tacna. 2019. Available: https://www.indeci.gob.pe/emergencias/tacna-jorge-basadre-ilabaya-mirave-huaicoreporte-complementario-01 Access: 8 Aug. 2020.
JAKOB, M. A size classification for debris flows. Engineering Geology, v. 79, n. 3-4, p. 151- 161, 2005. https://doi.org/10.1016/j.enggeo.2005.01.006
LARA, G.; PERUCCA, L.; ROTHIS, M. Morphometric, geomorphologic and flood hazard analysis of an arid mountain river basin, central pre-Andes of Argentina. Southwestern South America. Geografia Fisica e Dinamica Quaternaria, GFDQ, v. 41. p. 83-97, 2018
LYLE, W. M.; SMERDON, E. T. Relation of compaction and other soil properties to erosion resistance of soils. Transactions of the ASAE, v. 8, n. 3, p. 419-422, 1965. https://doi.org/10.13031/2013.40536
MARTINEZ, W.; ZULOAGA, A. Explanatory Report of the geology of the Moquegua Quadrangle. (35-u). 2000. Available: https://repositorio.ingemmet.gob.pe/handle/20.500.12544/2044. Access: 5 June 2021.
MEDINA ALLCA, L.; LUQUE POMA, G. Evaluation of geological hazards in Mirave town center and Alto Mirave sector. Lima: INGEMMET, 2016.
MELÉNDEZ, D.; RAMOS-FERNÁNDEZ, L.; VELÁSQUEZ, T.; ALTAMIRANO, L. Simulation with a conceptual distributed hydrological model on a daily scale in a semiarid basin of the Lurin River, Peru. Idesia, v. 39, n. 1, 2021.
MEYER, N. K.; SCHWANGHART, W.; KORUP, O.; NADIM, F. Roads at risk–traffic detours from debris flows in southern Norway. Natural Hazards and Earth System Sciences Discussions, v. 2, p. 6623-6651, 2014. https://doi.org/10.5194/nhess-15-985-2015
MOREIRAS, S. M. Frequency of debris flows and rockfall along the Mendoza river valley (Central Andes), Argentina: Associated risk and future scenario. Quaternary International, v. 158, n. 1, p. 110-121, 2006. https://doi.org/10.1016/j.quaint.2006.05.028
MOREIRAS, S. M.; SEPÚLVEDA, S. A.; CORREAS-GONZÁLEZ, M.; LAURO, C.; VERGARA, I.; JEANNERET, P. et al. Debris Flows Occurrence in the Semiarid Central Andes under Climate Change Scenario. Geosciences, v. 11, 43, 2021. https://doi.org/10.3390/geosciences11020043
PARTHENIADES, E. Engineering properties and hydraulic behavior of cohesive sediments. Boca Raton: CRC Press, 2006.
RENARD, K. G.; FOSTER, G. R.; WEESIES, G. A.; MCCOOL, D. K.; YODER, D. C. Predicting soil erosion by water: a guide to conservation planning with the Revised Universal Soil Loss Equation (RUSLE). Washington, D.C.: U.S. Dept. of Agriculture, 1997.
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WANG, B.; ZHENG, F.; RÖMKENS, M. Comparison of soil erodibility factors in USLE, RUSLE2, EPIC and Dg models based on a Chinese soil erodibility database. Acta Agriculturae Scandinavica, Section B — Soil & Plant Science, v. 63, n. 1, p. 69-79, 2013. https://doi.org/10.1080/09064710.2012.718358
WIBISONO, G.; NUGROHO, S. A.; UMAM, K. The influence of sand's gradation and clay content of direct shear test on clayey sand. IOP Conference Series: Materials Science and Engineering, v. 316, p. 012038, 2018.
WISCHMEIER, W. H.; SMITH, D. D. Predicting rainfall erosion losses: a guide to conservation planning. Washington, D.C.: U.S. Dept. of Agriculture, 1978.
YANG, J.; LIU, X. Shear wave velocity and stiffness of sand: the role of non-plastic fines. Géotechnique, v. 66, n. 6, p. 500-514, 2016. https://doi.org/10.1680/jgeot.15.P.205
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dc.coverage.country.none.fl_str_mv Perú
dc.coverage.region.none.fl_str_mv Mirave
dc.publisher.none.fl_str_mv Instituto de Pesquisas Ambientais em Bacias Hidrograficas (IPABHi)
dc.publisher.place.none.fl_str_mv Brazil
publisher.none.fl_str_mv Instituto de Pesquisas Ambientais em Bacias Hidrograficas (IPABHi)
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spelling Atribución 4.0 Internacional (CC BY 4.0)Authors maintain the copyrights for their work. However, they grant rights of first publication to Ambiente e Agua - An Interdisciplinary Journal of Applied Science.https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2BIZARRETA ORTEGA, JULIO CESARLópez Bendezú, Marko AntonioAlmeida Del Savio, AlexandreCanales, Fausto Alfredovirtual::58-12024-10-26T18:04:37Z2024-10-26T18:04:37Z20221980-993Xhttps://hdl.handle.net/11323/1355410.4136/ambi-agua.2785Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/Studies concerning the debris flows in mountain areas are relevant because of their potential negative effects on the human communities and infrastructure in their areas of influence. To advance the understanding of the theoretical basis, this study qualitatively analyzes the effect of lithological characteristics and soil type on the generation of debris flows in the arid basin of Mirave, in southern Peru, as a consequence of extensive rainfall. Two debris flow events are evaluated, which occurred in the studied area in March 2015 and February 2019. The method used to achieve the objective combines the use of satellite images, field data collection, and lab tests results to estimate the relative importance of the abovementioned characteristics in the generation of debris flows. The results suggest that the poor presence of clay and the predominance of sandy-loamy structured soils in the Mirave Basin make them unstable when erosion occurs. In addition, the features of broken down materials generated from residual and colluvial soils in the primary area of study are one of the main causes of debris flows in the region.A relevância dos estudos sobre os fluxos de detritos em áreas montanhosas se deve aos seus efeitos negativos potenciais sobre as comunidades humanas e a infraestrutura em suas áreas de influência. Visando contribuir para o avanço no entendimento do embasamento teórico, o presente estudo analisa qualitativamente o efeito das características litológicas e do tipo de solo na geração de fluxos de entulho na bacia árida de Mirave, no sul do Peru, em decorrência de chuvas intensas. São avaliados dois eventos de fluxo de detritos, que ocorreram na área estudada em março de 2015 e fevereiro de 2019. O método utilizado para atingir o objetivo combina o uso de imagens de satélite, coleta de dados de campo e resultados de testes de laboratório para estimar a importância relativa do características supracitadas na geração de fluxos de detritos. Os resultados sugerem que a fraca presença de argila e a predominância de solos estruturados arenoso-argiloso na bacia do Mirave os tornam instáveis quando ocorre a erosão. Além disso, as características dos materiais degradados gerados a partir de solos residuais e coluviais na área primária de estudo são uma das principais causas dos fluxos de detritos na região.18 páginasapplication/pdfengInstituto de Pesquisas Ambientais em Bacias Hidrograficas (IPABHi)Brazilhttps://www.ambi-agua.net/seer/index.php/ambi-agua/article/view/2393Effect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, PeruEfeito das características litológicas e geotécnicas na geração de fluxos de detritos na bacia árida de Mirave, PeruArtículo de revistahttp://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85PerúMiraveRevista Ambiente e AguaASTM INTERNATIONAL. ASTM D2216-19. Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass. West Conshohocken, 2020a.ASTM INTERNATIONAL. ASTM D2487-17e1. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, 2020b.ASTM INTERNATIONAL. ASTM D3080/D3080M-11. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. West Conshohocken, 2020c.ASTM INTERNATIONAL. ASTM D4318-17e1. Standard Test Method for Specific Gravity of Soil Solids by Gas Pycnometer. West Conshohocken, 2020d.ASTM INTERNATIONAL. ASTM D5550-14. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. West Conshohocken, 2020e.ASTM INTERNATIONAL. ASTM D6913M-17. Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis. West Conshohocken, 2020f.BELLIDO BRAVO, E. Geology of the Moquegua Quadrangle. Page: 35-u. Lima: Instituto Geológico Minero y Metalúrgico, 1979.BRAYSHAW, D.; HASSAN, M. A. Debris flow initiation and sediment recharge in gullies. 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Géotechnique, v. 66, n. 6, p. 500-514, 2016. https://doi.org/10.1680/jgeot.15.P.205181217Arid basinDebris flowsGeotechnical characteristicsLithologyBacia áridaCaracterísticas geotécnicasFluxos de detritosLitologiaPublicationa7436f3e-5e76-4e5a-82de-d9dcc471a1900837afd3-ebd8-4d94-9170-e4eeafb89a5a48a40323-4c39-4859-bb1c-eeeb97a2c4dfvirtual::58-17d9e64e9-de19-4c99-a7a1-d3fdeebfbfa748a40323-4c39-4859-bb1c-eeeb97a2c4dfvirtual::58-1https://scholar.google.com.pr/citations?user=mBTX4IAAAAAJ&hl=esvirtual::58-10000-0002-6067-66060000-0003-2513-66790000-0003-0335-16930000-0002-6858-1855virtual::58-1ORIGINALEffect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru.pdfEffect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru.pdfapplication/pdf1338639https://repositorio.cuc.edu.co/bitstreams/835b3f66-663b-4aac-af58-4c11a90e499e/download9e596e156ab36afded325e0cab33047aMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-815543https://repositorio.cuc.edu.co/bitstreams/39db409e-862e-44b1-b5b7-085cb42c0f86/download73a5432e0b76442b22b026844140d683MD52TEXTEffect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru.pdf.txtEffect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru.pdf.txtExtracted texttext/plain53005https://repositorio.cuc.edu.co/bitstreams/fc864865-d37f-4741-81c3-37404d0377f2/downloadcdc407d822521c68a5251a4fbe6f640dMD53THUMBNAILEffect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru.pdf.jpgEffect of lithological and geotechnical characteristics on the generation of debris flows in the arid basin of Mirave, Peru.pdf.jpgGenerated Thumbnailimage/jpeg16714https://repositorio.cuc.edu.co/bitstreams/248bbc19-62aa-4001-a464-620d588a6f1a/download7b1bbaeb39f84be214eda5329b69cff4MD5411323/13554oai:repositorio.cuc.edu.co:11323/135542025-02-25 12:24:06.448https://creativecommons.org/licenses/by/4.0/Authors maintain the copyrights for their work. However, they grant rights of first publication to Ambiente e Agua - An Interdisciplinary Journal of Applied Science.open.accesshttps://repositorio.cuc.edu.coRepositorio de la Universidad de la Costa 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ara ejercer estos derechos sobre la Obra tal y como se indica a continuación:</p>
    <ol type="a">
      <li>Reproducir la Obra, incorporar la Obra en una o más Obras Colectivas, y reproducir la Obra incorporada en las Obras Colectivas.</li>
      <li>Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.</li>
      <li>Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.</li>
    </ol>
    <p>Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).</p>
  </li>
  <br/>
  <li>
    Restricciones.
    <p>La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:</p>
    <ol type="a">
      <li>Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).</li>
      <li>Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.</li>
      <li>Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.</li>
      <li>
        Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:
        <ol type="i">
          <li>Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.</li>
          <li>Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.</li>
        </ol>
      </li>
      <li>Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.</li>
    </ol>
  </li>
  <br/>
  <li>
    Representaciones, Garantías y Limitaciones de Responsabilidad.
    <p>A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.</p>
  </li>
  <br/>
  <li>
    Limitación de responsabilidad.
    <p>A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.</p>
  </li>
  <br/>
  <li>
    Término.
    <ol type="a">
      <li>Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.</li>
      <li>Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.</li>
    </ol>
  </li>
  <br/>
  <li>
    Varios.
    <ol type="a">
      <li>Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.</li>
      <li>Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.</li>
      <li>Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.</li>
      <li>Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.</li>
    </ol>
  </li>
  <br/>
</ol>


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