Ship squat in non-uniform water depth

The problem of predicting ship squat in non-uniform water depth is studied in this paper. For transverse depth variations, calculations are done using slender-body shallow-water theory, as implemented in the code “ShallowFlow”. Examples are given for realistic ships transiting dredged channels, and...

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Main Author: Gourlay, Tim
Other Authors: I.L. Turner
Format: Conference Paper
Published: Coasts and Ports Australasian Conference 2013
Subjects:
Online Access:http://cmst.curtin.edu.au/local/docs/pubs/gourlay_2013_ship_squat_in_non_uniform.pdf
http://hdl.handle.net/20.500.11937/23211
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author Gourlay, Tim
author2 I.L. Turner
author_facet I.L. Turner
Gourlay, Tim
author_sort Gourlay, Tim
building Curtin Institutional Repository
collection Online Access
description The problem of predicting ship squat in non-uniform water depth is studied in this paper. For transverse depth variations, calculations are done using slender-body shallow-water theory, as implemented in the code “ShallowFlow”. Examples are given for realistic ships transiting dredged channels, and the effect of channel width on ship squat is discussed. Further examples are given for ships transiting canals such as the new Panama Canal. It is found that in a typical dredged channel, midship squat can be in the order of 20% larger than in open water of the same depth, while dynamic trim is essentially unchanged. In canals such as the new Panama canal, midship sinkage can be 100% larger than in open water of the same depth.
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institution Curtin University Malaysia
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publishDate 2013
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spelling curtin-20.500.11937-232112023-02-08T04:14:53Z Ship squat in non-uniform water depth Gourlay, Tim I.L. Turner E.D. Couriel channel design squat ship UKC The problem of predicting ship squat in non-uniform water depth is studied in this paper. For transverse depth variations, calculations are done using slender-body shallow-water theory, as implemented in the code “ShallowFlow”. Examples are given for realistic ships transiting dredged channels, and the effect of channel width on ship squat is discussed. Further examples are given for ships transiting canals such as the new Panama Canal. It is found that in a typical dredged channel, midship squat can be in the order of 20% larger than in open water of the same depth, while dynamic trim is essentially unchanged. In canals such as the new Panama canal, midship sinkage can be 100% larger than in open water of the same depth. 2013 Conference Paper http://hdl.handle.net/20.500.11937/23211 http://cmst.curtin.edu.au/local/docs/pubs/gourlay_2013_ship_squat_in_non_uniform.pdf Coasts and Ports Australasian Conference restricted
spellingShingle channel design
squat
ship UKC
Gourlay, Tim
Ship squat in non-uniform water depth
title Ship squat in non-uniform water depth
title_full Ship squat in non-uniform water depth
title_fullStr Ship squat in non-uniform water depth
title_full_unstemmed Ship squat in non-uniform water depth
title_short Ship squat in non-uniform water depth
title_sort ship squat in non-uniform water depth
topic channel design
squat
ship UKC
url http://cmst.curtin.edu.au/local/docs/pubs/gourlay_2013_ship_squat_in_non_uniform.pdf
http://hdl.handle.net/20.500.11937/23211