A new facility for studying ocean-structure-seabed interactions: The O-tube
A new facility for studying ocean-structure-seabed interactions: The O-tube
This paper describes a unique new physical testing facility for studying ocean-structure-seabed interactions, and in particular pipeline on-bottom stability on erodible seabed under hydrodynamic loading. The facility, named the O-tube due to its shape, is a fully enclosed flume in which ambient and storm-induced near-seabed flows are generated by a computer-controlled flow pump. Combined steady and oscillatory flow can be generated by alternating pump flow directions in a controlled manner, and computer control also allows irregular flow to be generated. The design of the O-tube combines the capabilities of a conventional open channel flume (which provides steady current) with a U-tube (which provides oscillatory flow). The facility is designed to physically model severe storm conditions, as well as ambient or tidal flows. When studying pipeline stability on erodible seabed under severe hydrodynamic loading conditions, tests can be performed at a relatively large scale (typically 1/5) for large diameter pipelines (e.g. 40. in. gas trunklines) and at full scale for small diameter pipelines (<. 8. in.) to minimize potential scaling effects associated with movable bed model tests. The specifications of the O-tube, a model pipe and an actuator system that supports the model pipe are given in detail. Preliminary model testing results show that the facility has met its design expectations.
Sediment transport, Subsea structure
88-101
An, Hongwei
53542f2c-e294-4e26-a581-344e646c72e6
Luo, Chengcai
3f76a01f-41ea-43b3-8be7-6e6289179aa8
Cheng, Liang
0ce99dcc-f682-4ec6-97aa-59fd87174385
White, David
a986033d-d26d-4419-a3f3-20dc54efce93
December 2013
An, Hongwei
53542f2c-e294-4e26-a581-344e646c72e6
Luo, Chengcai
3f76a01f-41ea-43b3-8be7-6e6289179aa8
Cheng, Liang
0ce99dcc-f682-4ec6-97aa-59fd87174385
White, David
a986033d-d26d-4419-a3f3-20dc54efce93
An, Hongwei, Luo, Chengcai, Cheng, Liang and White, David
(2013)
A new facility for studying ocean-structure-seabed interactions: The O-tube.
Coastal Engineering, 82, .
(doi:10.1016/j.coastaleng.2013.08.008).
Abstract
This paper describes a unique new physical testing facility for studying ocean-structure-seabed interactions, and in particular pipeline on-bottom stability on erodible seabed under hydrodynamic loading. The facility, named the O-tube due to its shape, is a fully enclosed flume in which ambient and storm-induced near-seabed flows are generated by a computer-controlled flow pump. Combined steady and oscillatory flow can be generated by alternating pump flow directions in a controlled manner, and computer control also allows irregular flow to be generated. The design of the O-tube combines the capabilities of a conventional open channel flume (which provides steady current) with a U-tube (which provides oscillatory flow). The facility is designed to physically model severe storm conditions, as well as ambient or tidal flows. When studying pipeline stability on erodible seabed under severe hydrodynamic loading conditions, tests can be performed at a relatively large scale (typically 1/5) for large diameter pipelines (e.g. 40. in. gas trunklines) and at full scale for small diameter pipelines (<. 8. in.) to minimize potential scaling effects associated with movable bed model tests. The specifications of the O-tube, a model pipe and an actuator system that supports the model pipe are given in detail. Preliminary model testing results show that the facility has met its design expectations.
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More information
Accepted/In Press date: 28 August 2013
e-pub ahead of print date: 25 September 2013
Published date: December 2013
Keywords:
Sediment transport, Subsea structure
Identifiers
Local EPrints ID: 420158
URI: http://eprints.soton.ac.uk/id/eprint/420158
ISSN: 0378-3839
PURE UUID: 28b35fe8-c367-4b8e-9a68-0c2185864d76
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Date deposited: 27 Apr 2018 16:30
Last modified: 18 Mar 2024 03:42
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Contributors
Author:
Hongwei An
Author:
Chengcai Luo
Author:
Liang Cheng
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