Geotechnical modelling of iceberg-seabed interaction

Exploratory drilling on the eastern Canadian continental shelf has proven the presence of commercially viable quantities of hydrocarbons. Any process to extract the resources from beneath the seafloor offshore Newfoundland and Labrador has to take into account the severe environmental condition some...

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Main Author: Green, Herbert Paul
Format: Thesis
Language:English
Published: Memorial University of Newfoundland 1984
Subjects:
Online Access:https://research.library.mun.ca/5254/
https://research.library.mun.ca/5254/1/Green_HerbertPaul.pdf
https://research.library.mun.ca/5254/2/Green_HerbertPaul.pdf
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spelling ftmemorialuniv:oai:research.library.mun.ca:5254 2023-10-01T03:57:35+02:00 Geotechnical modelling of iceberg-seabed interaction Green, Herbert Paul 1984 application/pdf https://research.library.mun.ca/5254/ https://research.library.mun.ca/5254/1/Green_HerbertPaul.pdf https://research.library.mun.ca/5254/2/Green_HerbertPaul.pdf en eng Memorial University of Newfoundland https://research.library.mun.ca/5254/1/Green_HerbertPaul.pdf https://research.library.mun.ca/5254/2/Green_HerbertPaul.pdf Green, Herbert Paul <https://research.library.mun.ca/view/creator_az/Green=3AHerbert_Paul=3A=3A.html> (1984) Geotechnical modelling of iceberg-seabed interaction. Masters thesis, Memorial University of Newfoundland. thesis_license Thesis NonPeerReviewed 1984 ftmemorialuniv 2023-09-03T06:45:14Z Exploratory drilling on the eastern Canadian continental shelf has proven the presence of commercially viable quantities of hydrocarbons. Any process to extract the resources from beneath the seafloor offshore Newfoundland and Labrador has to take into account the severe environmental condition some of which are unique to this geographic region. Damage to seafloor installations such as pipelines of wellheads by bottom dragging or scouring icebergs is one of the potential problems. This has been recognized since the early 1970’s. However, methods of estimating the maximum iceberg scour depths and methods of protecting seabed installations are still topics of research. -- In this thesis an experimental approach was taken to physically model the iceberg scour process in a 14 m x 3 m x 1 m towing tank. Cohesionless soil at a uniform slope and with controlled properties was used as the representative seafloor material. Iceberg models 500 mm wide and a pipeline model 122 mm diameter were instrumented and used in a text programme aimed primarily at examining the interaction of the iceberg model and the soil and delineating the influence of the scour process below the incision depth. -- For a horizontally scouring iceberg the frontal soil resistance was found to be the major affecting the scour size. The shape of the iceberg keel in contact with the soil was also found to be an important parameter in the scour process. The tests indicate that the zone of soil disturbance extends below the keel of the scouring iceberg. This zone of influence should be accounted for in the design of all buried installations in the Newfoundland and Labrador offshore region. Thesis Newfoundland Memorial University of Newfoundland: Research Repository Newfoundland
institution Open Polar
collection Memorial University of Newfoundland: Research Repository
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language English
description Exploratory drilling on the eastern Canadian continental shelf has proven the presence of commercially viable quantities of hydrocarbons. Any process to extract the resources from beneath the seafloor offshore Newfoundland and Labrador has to take into account the severe environmental condition some of which are unique to this geographic region. Damage to seafloor installations such as pipelines of wellheads by bottom dragging or scouring icebergs is one of the potential problems. This has been recognized since the early 1970’s. However, methods of estimating the maximum iceberg scour depths and methods of protecting seabed installations are still topics of research. -- In this thesis an experimental approach was taken to physically model the iceberg scour process in a 14 m x 3 m x 1 m towing tank. Cohesionless soil at a uniform slope and with controlled properties was used as the representative seafloor material. Iceberg models 500 mm wide and a pipeline model 122 mm diameter were instrumented and used in a text programme aimed primarily at examining the interaction of the iceberg model and the soil and delineating the influence of the scour process below the incision depth. -- For a horizontally scouring iceberg the frontal soil resistance was found to be the major affecting the scour size. The shape of the iceberg keel in contact with the soil was also found to be an important parameter in the scour process. The tests indicate that the zone of soil disturbance extends below the keel of the scouring iceberg. This zone of influence should be accounted for in the design of all buried installations in the Newfoundland and Labrador offshore region.
format Thesis
author Green, Herbert Paul
spellingShingle Green, Herbert Paul
Geotechnical modelling of iceberg-seabed interaction
author_facet Green, Herbert Paul
author_sort Green, Herbert Paul
title Geotechnical modelling of iceberg-seabed interaction
title_short Geotechnical modelling of iceberg-seabed interaction
title_full Geotechnical modelling of iceberg-seabed interaction
title_fullStr Geotechnical modelling of iceberg-seabed interaction
title_full_unstemmed Geotechnical modelling of iceberg-seabed interaction
title_sort geotechnical modelling of iceberg-seabed interaction
publisher Memorial University of Newfoundland
publishDate 1984
url https://research.library.mun.ca/5254/
https://research.library.mun.ca/5254/1/Green_HerbertPaul.pdf
https://research.library.mun.ca/5254/2/Green_HerbertPaul.pdf
geographic Newfoundland
geographic_facet Newfoundland
genre Newfoundland
genre_facet Newfoundland
op_relation https://research.library.mun.ca/5254/1/Green_HerbertPaul.pdf
https://research.library.mun.ca/5254/2/Green_HerbertPaul.pdf
Green, Herbert Paul <https://research.library.mun.ca/view/creator_az/Green=3AHerbert_Paul=3A=3A.html> (1984) Geotechnical modelling of iceberg-seabed interaction. Masters thesis, Memorial University of Newfoundland.
op_rights thesis_license
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