Capturing rockfall kinematic and fragmentation parameters using high-speed camera system
This paper presents a procedure for tracking rockfall trajectories and extracting kinematic parameters from both the impacts and the resultant fragments. A set of full scale rockfall experiments was performed in a quarry located in Vallirana, Barcelona (Spain). The study site was chosen due to the p...
| Autores: | , , , , |
|---|---|
| Tipo de recurso: | artículo |
| Fecha de publicación: | 2022 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/367251 |
| Acceso en línea: | https://hdl.handle.net/2117/367251 https://dx.doi.org/10.1016/j.enggeo.2022.106629 |
| Access Level: | acceso abierto |
| Palabra clave: | Landslides Natural disaster warning systems Catastrophes (Geology) Photographic surveying High speed camcorder Rockfalls Real scale field testing Photogrammetry Fragmentation Esllavissades Catàstrofes naturals--Sistemes d'alerta Catàstrofes (Geologia) Fotografia topogràfica Àrees temàtiques de la UPC::Enginyeria civil::Geomàtica::Fotogrametria |
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| dc.title.none.fl_str_mv |
Capturing rockfall kinematic and fragmentation parameters using high-speed camera system |
| title |
Capturing rockfall kinematic and fragmentation parameters using high-speed camera system |
| spellingShingle |
Capturing rockfall kinematic and fragmentation parameters using high-speed camera system Prades Valls, Albert|||0000-0002-0164-1681 Landslides Natural disaster warning systems Catastrophes (Geology) Photographic surveying High speed camcorder Rockfalls Real scale field testing Photogrammetry Fragmentation Esllavissades Catàstrofes naturals--Sistemes d'alerta Catàstrofes (Geologia) Fotografia topogràfica Àrees temàtiques de la UPC::Enginyeria civil::Geomàtica::Fotogrametria |
| title_short |
Capturing rockfall kinematic and fragmentation parameters using high-speed camera system |
| title_full |
Capturing rockfall kinematic and fragmentation parameters using high-speed camera system |
| title_fullStr |
Capturing rockfall kinematic and fragmentation parameters using high-speed camera system |
| title_full_unstemmed |
Capturing rockfall kinematic and fragmentation parameters using high-speed camera system |
| title_sort |
Capturing rockfall kinematic and fragmentation parameters using high-speed camera system |
| dc.creator.none.fl_str_mv |
Prades Valls, Albert|||0000-0002-0164-1681 Corominas Dulcet, Jordi|||0000-0001-5049-7201 Lantada, Nieves|||0000-0002-9974-6915 Matas Casado, Gerard|||0000-0003-4792-3569 Núñez Andrés, María Amparo|||0000-0003-2745-7759 |
| author |
Prades Valls, Albert|||0000-0002-0164-1681 |
| author_facet |
Prades Valls, Albert|||0000-0002-0164-1681 Corominas Dulcet, Jordi|||0000-0001-5049-7201 Lantada, Nieves|||0000-0002-9974-6915 Matas Casado, Gerard|||0000-0003-4792-3569 Núñez Andrés, María Amparo|||0000-0003-2745-7759 |
| author_role |
author |
| author2 |
Corominas Dulcet, Jordi|||0000-0001-5049-7201 Lantada, Nieves|||0000-0002-9974-6915 Matas Casado, Gerard|||0000-0003-4792-3569 Núñez Andrés, María Amparo|||0000-0003-2745-7759 |
| author2_role |
author author author author |
| dc.subject.none.fl_str_mv |
Landslides Natural disaster warning systems Catastrophes (Geology) Photographic surveying High speed camcorder Rockfalls Real scale field testing Photogrammetry Fragmentation Esllavissades Catàstrofes naturals--Sistemes d'alerta Catàstrofes (Geologia) Fotografia topogràfica Àrees temàtiques de la UPC::Enginyeria civil::Geomàtica::Fotogrametria |
| topic |
Landslides Natural disaster warning systems Catastrophes (Geology) Photographic surveying High speed camcorder Rockfalls Real scale field testing Photogrammetry Fragmentation Esllavissades Catàstrofes naturals--Sistemes d'alerta Catàstrofes (Geologia) Fotografia topogràfica Àrees temàtiques de la UPC::Enginyeria civil::Geomàtica::Fotogrametria |
| description |
This paper presents a procedure for tracking rockfall trajectories and extracting kinematic parameters from both the impacts and the resultant fragments. A set of full scale rockfall experiments was performed in a quarry located in Vallirana, Barcelona (Spain). The study site was chosen due to the presence of a rigid discontinuity surface, inclined at 42° in the middle of the slope, whose configuration was expected to favor the breakage of the blocks. The trajectories of the blocks released and of the resultant fragments were recorded with three video cameras. A C++ program was specifically developed to track the 3D trajectory of blocks and fragments, and measure velocities before and after the impact. Two different modules were implemented, one for the blocks that break and one for those that do not. The trajectory of a non-fragmented block is obtained by comparing it to its 3D model. In this way, both the center of mass position and the orientation of the block are tracked. For fragmented blocks, the local coordinates of the fragments determined from the images are converted to terrain coordinates using the program we developed. A total of 16 blocks and 36 rock fragments after impact were tracked. The parameters obtained were georeferenced and linked to a common system of 3D terrestrial coordinates. The captured parameters allow obtaining the velocity distribution of fragments, the coefficient of restitution, and energy balance for the blocks that break. To our knowledge, this is the first attempt to capture kinematic parameters of rock fragments that result from the impact and breakage of rock blocks in full-scale tests. Although the analysis of the rockfall fragmentation phenomenon is beyond of this work, we have compared the performance of the fragmented and unbroken blocks. To this purpose, we have built 3D models of the rock fragments generated using images captured with a drone. The results indicate that blocks that fragment show higher rebound velocities and coefficients of restitution than the blocks that do not although there exists a certain overlap between the two groups. Despite the experiment is carried out on the same discontinuity surface and with small variations in the impact velocities, impact kinetic energies and impact angles, the coefficients of restitution obtained present a wide range of values, both for the blocks that break and for those who do not. The number of tested blocks is too small to draw generalizable conclusions, but they highlight the stochastic nature of the rebound process and the necessity to consider additional parameters for its understanding. Finally, the results confirm the relation between the dissipated energy and, especially the impact energy and the new area created by fragmentation. Furthermore, the blocks that hit the ground with the face are those that generate the most new area while those that hit the vertex generate less. |
| publishDate |
2022 |
| dc.date.none.fl_str_mv |
2022 2022-06-05 2022 2022-05-11 |
| dc.type.none.fl_str_mv |
journal article http://purl.org/coar/resource_type/c_6501 VoR http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| dc.type.openaire.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.none.fl_str_mv |
https://hdl.handle.net/2117/367251 https://dx.doi.org/10.1016/j.enggeo.2022.106629 |
| url |
https://hdl.handle.net/2117/367251 https://dx.doi.org/10.1016/j.enggeo.2022.106629 |
| dc.language.none.fl_str_mv |
Inglés eng |
| language_invalid_str_mv |
Inglés |
| language |
eng |
| dc.rights.none.fl_str_mv |
open access http://purl.org/coar/access_right/c_abf2 Attribution 3.0 Spain http://creativecommons.org/licenses/by/3.0/es/ |
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info:eu-repo/semantics/openAccess |
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open access http://purl.org/coar/access_right/c_abf2 Attribution 3.0 Spain http://creativecommons.org/licenses/by/3.0/es/ |
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openAccess |
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application/pdf |
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reponame:UPCommons. Portal del coneixement obert de la UPC instname:Universitat Politècnica de Catalunya (UPC) |
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UPCommons. Portal del coneixement obert de la UPC |
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1869409994332438528 |
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Capturing rockfall kinematic and fragmentation parameters using high-speed camera systemPrades Valls, Albert|||0000-0002-0164-1681Corominas Dulcet, Jordi|||0000-0001-5049-7201Lantada, Nieves|||0000-0002-9974-6915Matas Casado, Gerard|||0000-0003-4792-3569Núñez Andrés, María Amparo|||0000-0003-2745-7759LandslidesNatural disaster warning systemsCatastrophes (Geology)Photographic surveyingHigh speed camcorderRockfallsReal scale field testingPhotogrammetryFragmentationEsllavissadesCatàstrofes naturals--Sistemes d'alertaCatàstrofes (Geologia)Fotografia topogràficaÀrees temàtiques de la UPC::Enginyeria civil::Geomàtica::FotogrametriaThis paper presents a procedure for tracking rockfall trajectories and extracting kinematic parameters from both the impacts and the resultant fragments. A set of full scale rockfall experiments was performed in a quarry located in Vallirana, Barcelona (Spain). The study site was chosen due to the presence of a rigid discontinuity surface, inclined at 42° in the middle of the slope, whose configuration was expected to favor the breakage of the blocks. The trajectories of the blocks released and of the resultant fragments were recorded with three video cameras. A C++ program was specifically developed to track the 3D trajectory of blocks and fragments, and measure velocities before and after the impact. Two different modules were implemented, one for the blocks that break and one for those that do not. The trajectory of a non-fragmented block is obtained by comparing it to its 3D model. In this way, both the center of mass position and the orientation of the block are tracked. For fragmented blocks, the local coordinates of the fragments determined from the images are converted to terrain coordinates using the program we developed. A total of 16 blocks and 36 rock fragments after impact were tracked. The parameters obtained were georeferenced and linked to a common system of 3D terrestrial coordinates. The captured parameters allow obtaining the velocity distribution of fragments, the coefficient of restitution, and energy balance for the blocks that break. To our knowledge, this is the first attempt to capture kinematic parameters of rock fragments that result from the impact and breakage of rock blocks in full-scale tests. Although the analysis of the rockfall fragmentation phenomenon is beyond of this work, we have compared the performance of the fragmented and unbroken blocks. To this purpose, we have built 3D models of the rock fragments generated using images captured with a drone. The results indicate that blocks that fragment show higher rebound velocities and coefficients of restitution than the blocks that do not although there exists a certain overlap between the two groups. Despite the experiment is carried out on the same discontinuity surface and with small variations in the impact velocities, impact kinetic energies and impact angles, the coefficients of restitution obtained present a wide range of values, both for the blocks that break and for those who do not. The number of tested blocks is too small to draw generalizable conclusions, but they highlight the stochastic nature of the rebound process and the necessity to consider additional parameters for its understanding. Finally, the results confirm the relation between the dissipated energy and, especially the impact energy and the new area created by fragmentation. Furthermore, the blocks that hit the ground with the face are those that generate the most new area while those that hit the vertex generate less.Peer Reviewed20222022-06-0520222022-05-11journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/367251https://dx.doi.org/10.1016/j.enggeo.2022.106629reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution 3.0 Spainhttp://creativecommons.org/licenses/by/3.0/es/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/3672512026-05-27T15:37:01Z |
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15.301603 |