Wave forces on a pipeline in a trench
Wave forces on a model pipeline have been measured. The pipeline was located in a trench, the configuration of which is similar to that proposed for oil and gas production in the Beaufort Sea. It was found that the drag and inertia coefficients were similar to the results reported in the literature...
Published in: | Canadian Journal of Civil Engineering |
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Format: | Article in Journal/Newspaper |
Language: | English |
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Canadian Science Publishing
1990
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Online Access: | http://dx.doi.org/10.1139/l90-057 http://www.nrcresearchpress.com/doi/pdf/10.1139/l90-057 |
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crcansciencepubl:10.1139/l90-057 2023-12-17T10:27:56+01:00 Wave forces on a pipeline in a trench Skafel, M. G. Bishop, C. T. 1990 http://dx.doi.org/10.1139/l90-057 http://www.nrcresearchpress.com/doi/pdf/10.1139/l90-057 en eng Canadian Science Publishing http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining Canadian Journal of Civil Engineering volume 17, issue 4, page 503-508 ISSN 0315-1468 1208-6029 General Environmental Science Civil and Structural Engineering journal-article 1990 crcansciencepubl https://doi.org/10.1139/l90-057 2023-11-19T13:38:33Z Wave forces on a model pipeline have been measured. The pipeline was located in a trench, the configuration of which is similar to that proposed for oil and gas production in the Beaufort Sea. It was found that the drag and inertia coefficients were similar to the results reported in the literature for flat beds, assuming the water depth was that of the total water column including the trench. Flow visualization tests confirmed that the horizontal velocities were about the same as those that would be found on a flat bed with the same total depth. Key words: wave forces, pipelines, trenches. Article in Journal/Newspaper Beaufort Sea Canadian Science Publishing (via Crossref) Canadian Journal of Civil Engineering 17 4 503 508 |
institution |
Open Polar |
collection |
Canadian Science Publishing (via Crossref) |
op_collection_id |
crcansciencepubl |
language |
English |
topic |
General Environmental Science Civil and Structural Engineering |
spellingShingle |
General Environmental Science Civil and Structural Engineering Skafel, M. G. Bishop, C. T. Wave forces on a pipeline in a trench |
topic_facet |
General Environmental Science Civil and Structural Engineering |
description |
Wave forces on a model pipeline have been measured. The pipeline was located in a trench, the configuration of which is similar to that proposed for oil and gas production in the Beaufort Sea. It was found that the drag and inertia coefficients were similar to the results reported in the literature for flat beds, assuming the water depth was that of the total water column including the trench. Flow visualization tests confirmed that the horizontal velocities were about the same as those that would be found on a flat bed with the same total depth. Key words: wave forces, pipelines, trenches. |
format |
Article in Journal/Newspaper |
author |
Skafel, M. G. Bishop, C. T. |
author_facet |
Skafel, M. G. Bishop, C. T. |
author_sort |
Skafel, M. G. |
title |
Wave forces on a pipeline in a trench |
title_short |
Wave forces on a pipeline in a trench |
title_full |
Wave forces on a pipeline in a trench |
title_fullStr |
Wave forces on a pipeline in a trench |
title_full_unstemmed |
Wave forces on a pipeline in a trench |
title_sort |
wave forces on a pipeline in a trench |
publisher |
Canadian Science Publishing |
publishDate |
1990 |
url |
http://dx.doi.org/10.1139/l90-057 http://www.nrcresearchpress.com/doi/pdf/10.1139/l90-057 |
genre |
Beaufort Sea |
genre_facet |
Beaufort Sea |
op_source |
Canadian Journal of Civil Engineering volume 17, issue 4, page 503-508 ISSN 0315-1468 1208-6029 |
op_rights |
http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining |
op_doi |
https://doi.org/10.1139/l90-057 |
container_title |
Canadian Journal of Civil Engineering |
container_volume |
17 |
container_issue |
4 |
container_start_page |
503 |
op_container_end_page |
508 |
_version_ |
1785579902053908480 |