Optimization of rock berms for pipeline stabilization subject to intense hydrodynamic forcing
This article describes a comprehensive study in which 2D and 3D physical modelling at 1:40 scale was used to optimize the design and validate the performance of dynamically stable rock berms to be used for stabilizing several large pipelines traversing water depths from 5m to 65m and potentially exp...
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Language: | English |
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American Society of Mechanical Engineers
2015
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Online Access: | https://doi.org/10.1115/OMAE2015-42249 https://nrc-publications.canada.ca/eng/view/object/?id=de32ecdc-c912-4975-b20e-462b7488b4b9 https://nrc-publications.canada.ca/fra/voir/objet/?id=de32ecdc-c912-4975-b20e-462b7488b4b9 |
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ftnrccanada:oai:cisti-icist.nrc-cnrc.ca:cistinparc:21277398 2023-05-15T14:22:03+02:00 Optimization of rock berms for pipeline stabilization subject to intense hydrodynamic forcing Cornett, Andrew Baker, Scott Riedel, Peter Knox, Paul 2015-06 text https://doi.org/10.1115/OMAE2015-42249 https://nrc-publications.canada.ca/eng/view/object/?id=de32ecdc-c912-4975-b20e-462b7488b4b9 https://nrc-publications.canada.ca/fra/voir/objet/?id=de32ecdc-c912-4975-b20e-462b7488b4b9 eng eng American Society of Mechanical Engineers Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2015, 31 May 2015 through 5 June 2015, ISBN: 9780791856529, Volume: 5B, Publication date: 2015-06 doi:10.1115/OMAE2015-42249 Arctic engineering Fluid dynamics Hydrodynamics Pipelines Storms Hydrodynamic forcing Large datasets Physical modelling Pipeline segments Pipeline stabilization Strong currents Tropical cyclone Waves and currents Rocks article 2015 ftnrccanada https://doi.org/10.1115/OMAE2015-42249 2021-09-01T06:28:30Z This article describes a comprehensive study in which 2D and 3D physical modelling at 1:40 scale was used to optimize the design and validate the performance of dynamically stable rock berms to be used for stabilizing several large pipelines traversing water depths from 5m to 65m and potentially exposed to large waves and strong currents generated by intense tropical cyclones. For added realism, all of the model rock berms were constructed using a scaled simulation of rock installation by fall pipe vessel to be used in the field. Special attention was also given to simulating the self-stability of the model pipeline segments, including special end constraints designed to mimic the behaviour of a continuous pipeline. A large data set concerning the behaviour of dynamically reshaping rock berms in a range of water depths under intense hydrodynamic forcing due to three-dimensional waves and currents was produced and used to develop efficient and costeffective rock berm designs for all depth zones. Peer reviewed: Yes NRC publication: Yes Article in Journal/Newspaper Arctic Arctic National Research Council Canada: NRC Publications Archive Arctic Volume 5B: Pipeline and Riser Technology |
institution |
Open Polar |
collection |
National Research Council Canada: NRC Publications Archive |
op_collection_id |
ftnrccanada |
language |
English |
topic |
Arctic engineering Fluid dynamics Hydrodynamics Pipelines Storms Hydrodynamic forcing Large datasets Physical modelling Pipeline segments Pipeline stabilization Strong currents Tropical cyclone Waves and currents Rocks |
spellingShingle |
Arctic engineering Fluid dynamics Hydrodynamics Pipelines Storms Hydrodynamic forcing Large datasets Physical modelling Pipeline segments Pipeline stabilization Strong currents Tropical cyclone Waves and currents Rocks Cornett, Andrew Baker, Scott Riedel, Peter Knox, Paul Optimization of rock berms for pipeline stabilization subject to intense hydrodynamic forcing |
topic_facet |
Arctic engineering Fluid dynamics Hydrodynamics Pipelines Storms Hydrodynamic forcing Large datasets Physical modelling Pipeline segments Pipeline stabilization Strong currents Tropical cyclone Waves and currents Rocks |
description |
This article describes a comprehensive study in which 2D and 3D physical modelling at 1:40 scale was used to optimize the design and validate the performance of dynamically stable rock berms to be used for stabilizing several large pipelines traversing water depths from 5m to 65m and potentially exposed to large waves and strong currents generated by intense tropical cyclones. For added realism, all of the model rock berms were constructed using a scaled simulation of rock installation by fall pipe vessel to be used in the field. Special attention was also given to simulating the self-stability of the model pipeline segments, including special end constraints designed to mimic the behaviour of a continuous pipeline. A large data set concerning the behaviour of dynamically reshaping rock berms in a range of water depths under intense hydrodynamic forcing due to three-dimensional waves and currents was produced and used to develop efficient and costeffective rock berm designs for all depth zones. Peer reviewed: Yes NRC publication: Yes |
format |
Article in Journal/Newspaper |
author |
Cornett, Andrew Baker, Scott Riedel, Peter Knox, Paul |
author_facet |
Cornett, Andrew Baker, Scott Riedel, Peter Knox, Paul |
author_sort |
Cornett, Andrew |
title |
Optimization of rock berms for pipeline stabilization subject to intense hydrodynamic forcing |
title_short |
Optimization of rock berms for pipeline stabilization subject to intense hydrodynamic forcing |
title_full |
Optimization of rock berms for pipeline stabilization subject to intense hydrodynamic forcing |
title_fullStr |
Optimization of rock berms for pipeline stabilization subject to intense hydrodynamic forcing |
title_full_unstemmed |
Optimization of rock berms for pipeline stabilization subject to intense hydrodynamic forcing |
title_sort |
optimization of rock berms for pipeline stabilization subject to intense hydrodynamic forcing |
publisher |
American Society of Mechanical Engineers |
publishDate |
2015 |
url |
https://doi.org/10.1115/OMAE2015-42249 https://nrc-publications.canada.ca/eng/view/object/?id=de32ecdc-c912-4975-b20e-462b7488b4b9 https://nrc-publications.canada.ca/fra/voir/objet/?id=de32ecdc-c912-4975-b20e-462b7488b4b9 |
geographic |
Arctic |
geographic_facet |
Arctic |
genre |
Arctic Arctic |
genre_facet |
Arctic Arctic |
op_relation |
Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2015, 31 May 2015 through 5 June 2015, ISBN: 9780791856529, Volume: 5B, Publication date: 2015-06 doi:10.1115/OMAE2015-42249 |
op_doi |
https://doi.org/10.1115/OMAE2015-42249 |
container_title |
Volume 5B: Pipeline and Riser Technology |
_version_ |
1766294733212090368 |