Some Elements of Iceberg Technology

Many of the technical questions relating to iceberg transport are given brief, but quantitative, consideration. These include iceberg genesis and properties, the mechanical stability of icebergs at sea, towing forces and tug characteristics, drag coefficients, ablation rates, and handling and proces...

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Bibliographic Details
Main Authors: Weeks,W F, Mellor,Malcolm
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1978
Subjects:
Ice
Online Access:http://www.dtic.mil/docs/citations/ADA053431
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA053431
id ftdtic:ADA053431
record_format openpolar
spelling ftdtic:ADA053431 2023-05-15T13:35:39+02:00 Some Elements of Iceberg Technology Weeks,W F Mellor,Malcolm COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H 1978-03 text/html http://www.dtic.mil/docs/citations/ADA053431 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA053431 en eng http://www.dtic.mil/docs/citations/ADA053431 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Snow Ice and Permafrost Marine Engineering *ANTARCTIC REGIONS *TOWING *ICEBERGS SIZES(DIMENSIONS) GLACIOLOGY ENGINEERING CUTTING TOOLS TOWING VEHICLES TUGBOATS TOWED BODIES Text 1978 ftdtic 2016-02-20T12:58:22Z Many of the technical questions relating to iceberg transport are given brief, but quantitative, consideration. These include iceberg genesis and properties, the mechanical stability of icebergs at sea, towing forces and tug characteristics, drag coefficients, ablation rates, and handling and processing the iceberg at both the pick-up site and at the final destination. In particular the paper attempts to make technical information on glaciological and ice engineering aspects of the problem more readily available to the interested planner or engineer. Specific conclusions include: (1) No unprotected iceberg, no matter how long or wide, would be likely to survive the ablation caused by a long trip to low latitudes. (2) Icebergs that have a horizontal dimension exceeding 2 km may well be prone to breakup by long wavelength swells. (3) To avoid the dangers associated with an iceberg capsizing, the width of a 200-m thick iceberg should always be more than 300 m. (4) For towing efficiency the length/width ratio of a towed iceberg should be appreciably greater than unity. (5) For a pilot project, the selected iceberg would have to be quite small, if for no other reason than the practical availability of tug power. (Author) Text Antarc* Antarctic Ice Iceberg* permafrost Defense Technical Information Center: DTIC Technical Reports database Antarctic
institution Open Polar
collection Defense Technical Information Center: DTIC Technical Reports database
op_collection_id ftdtic
language English
topic Snow
Ice and Permafrost
Marine Engineering
*ANTARCTIC REGIONS
*TOWING
*ICEBERGS
SIZES(DIMENSIONS)
GLACIOLOGY
ENGINEERING
CUTTING TOOLS
TOWING VEHICLES
TUGBOATS
TOWED BODIES
spellingShingle Snow
Ice and Permafrost
Marine Engineering
*ANTARCTIC REGIONS
*TOWING
*ICEBERGS
SIZES(DIMENSIONS)
GLACIOLOGY
ENGINEERING
CUTTING TOOLS
TOWING VEHICLES
TUGBOATS
TOWED BODIES
Weeks,W F
Mellor,Malcolm
Some Elements of Iceberg Technology
topic_facet Snow
Ice and Permafrost
Marine Engineering
*ANTARCTIC REGIONS
*TOWING
*ICEBERGS
SIZES(DIMENSIONS)
GLACIOLOGY
ENGINEERING
CUTTING TOOLS
TOWING VEHICLES
TUGBOATS
TOWED BODIES
description Many of the technical questions relating to iceberg transport are given brief, but quantitative, consideration. These include iceberg genesis and properties, the mechanical stability of icebergs at sea, towing forces and tug characteristics, drag coefficients, ablation rates, and handling and processing the iceberg at both the pick-up site and at the final destination. In particular the paper attempts to make technical information on glaciological and ice engineering aspects of the problem more readily available to the interested planner or engineer. Specific conclusions include: (1) No unprotected iceberg, no matter how long or wide, would be likely to survive the ablation caused by a long trip to low latitudes. (2) Icebergs that have a horizontal dimension exceeding 2 km may well be prone to breakup by long wavelength swells. (3) To avoid the dangers associated with an iceberg capsizing, the width of a 200-m thick iceberg should always be more than 300 m. (4) For towing efficiency the length/width ratio of a towed iceberg should be appreciably greater than unity. (5) For a pilot project, the selected iceberg would have to be quite small, if for no other reason than the practical availability of tug power. (Author)
author2 COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
format Text
author Weeks,W F
Mellor,Malcolm
author_facet Weeks,W F
Mellor,Malcolm
author_sort Weeks,W F
title Some Elements of Iceberg Technology
title_short Some Elements of Iceberg Technology
title_full Some Elements of Iceberg Technology
title_fullStr Some Elements of Iceberg Technology
title_full_unstemmed Some Elements of Iceberg Technology
title_sort some elements of iceberg technology
publishDate 1978
url http://www.dtic.mil/docs/citations/ADA053431
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA053431
geographic Antarctic
geographic_facet Antarctic
genre Antarc*
Antarctic
Ice
Iceberg*
permafrost
genre_facet Antarc*
Antarctic
Ice
Iceberg*
permafrost
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/ADA053431
op_rights APPROVED FOR PUBLIC RELEASE
_version_ 1766068453358174208