Ice Construction--Bottom Freezing Techniques for Constructing Shore and Near-Shore Ice Structures.

New methods and equipment for thickening and strengthening natural sea ice are needed to advance polar operational capabilities. Of the basic categories of techniques for inducing ice growth (ice injection, cold fluid injection, and recirculating fluid), one recirculation technique-the convection ce...

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Bibliographic Details
Main Author: Culbertson, T. L.
Other Authors: NAVAL CIVIL ENGINEERING LAB PORT HUENEME CA
Format: Text
Language:English
Published: 1971
Subjects:
ICE
Ice
Online Access:http://www.dtic.mil/docs/citations/AD0889704
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0889704
id ftdtic:AD0889704
record_format openpolar
spelling ftdtic:AD0889704 2023-05-15T15:39:39+02:00 Ice Construction--Bottom Freezing Techniques for Constructing Shore and Near-Shore Ice Structures. Culbertson, T. L. NAVAL CIVIL ENGINEERING LAB PORT HUENEME CA 1971-10 text/html http://www.dtic.mil/docs/citations/AD0889704 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0889704 en eng http://www.dtic.mil/docs/citations/AD0889704 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Snow Ice and Permafrost Civil Engineering Structural Engineering and Building Technology (*SEA ICE FREEZING) (*STRUCTURES SEA ICE) ICE CRYSTAL GROWTH THICKNESS STABILITY CONVECTION(HEAT TRANSFER) SEA WATER ATMOSPHERIC TEMPERATURE SOLAR RADIATION ALASKA COASTAL REGIONS COLD WEATHER CONSTRUCTION ICE FORMATION *ICE CONSTRUCTION POINT BARROW Text 1971 ftdtic 2016-02-19T07:10:29Z New methods and equipment for thickening and strengthening natural sea ice are needed to advance polar operational capabilities. Of the basic categories of techniques for inducing ice growth (ice injection, cold fluid injection, and recirculating fluid), one recirculation technique-the convection cell-was found to best fulfill the requirements for polar applications. Other techniques imposed greater work or energy requirements. Two basic convection cell systems were laboratory tested: liquid convection and liquid-vapor phase convection. At a 30F air temperature, the Balch liquid convection cell produced 7.75 inches of ice in 90 hours while the Long liquid-vapor phase cell produced only 2 inches during the same time period. Because the liquid convection cell was found to be more effective at the mean polar air test temperatures than the two-phase cell, it was selected for field testing at Point Barrow, Alaska. The initial field tests at Point Barrow during the spring of 1969 demonstrated the excellent potential of the Balch-type liquid convection cell for thickening, stabilizing, and anchoring near-shore ice structures. Cells suspended in seawater produced ice along the entire submerged length; the production rate was dependent on the seawater temperature, the prevailing air temperature, and the thickness of the ice mass around the cell. In FY70 convection cells were used to form two grounded ice structures offshore at Point Barrow to permit study of their long-term stability. Laboratory research to improve cell performance and field application has resulted in the development of two new liquid convection cells: a simplified vertical convection cell and a horizontal convection cell. (Author) Text Barrow Ice permafrost Point Barrow Sea ice Alaska Defense Technical Information Center: DTIC Technical Reports database Balch ENVELOPE(-63.967,-63.967,-65.250,-65.250) Construction Point ENVELOPE(170.217,170.217,-72.317,-72.317)
institution Open Polar
collection Defense Technical Information Center: DTIC Technical Reports database
op_collection_id ftdtic
language English
topic Snow
Ice and Permafrost
Civil Engineering
Structural Engineering and Building Technology
(*SEA ICE
FREEZING)
(*STRUCTURES
SEA ICE)
ICE
CRYSTAL GROWTH
THICKNESS
STABILITY
CONVECTION(HEAT TRANSFER)
SEA WATER
ATMOSPHERIC TEMPERATURE
SOLAR RADIATION
ALASKA
COASTAL REGIONS
COLD WEATHER CONSTRUCTION
ICE FORMATION
*ICE CONSTRUCTION
POINT BARROW
spellingShingle Snow
Ice and Permafrost
Civil Engineering
Structural Engineering and Building Technology
(*SEA ICE
FREEZING)
(*STRUCTURES
SEA ICE)
ICE
CRYSTAL GROWTH
THICKNESS
STABILITY
CONVECTION(HEAT TRANSFER)
SEA WATER
ATMOSPHERIC TEMPERATURE
SOLAR RADIATION
ALASKA
COASTAL REGIONS
COLD WEATHER CONSTRUCTION
ICE FORMATION
*ICE CONSTRUCTION
POINT BARROW
Culbertson, T. L.
Ice Construction--Bottom Freezing Techniques for Constructing Shore and Near-Shore Ice Structures.
topic_facet Snow
Ice and Permafrost
Civil Engineering
Structural Engineering and Building Technology
(*SEA ICE
FREEZING)
(*STRUCTURES
SEA ICE)
ICE
CRYSTAL GROWTH
THICKNESS
STABILITY
CONVECTION(HEAT TRANSFER)
SEA WATER
ATMOSPHERIC TEMPERATURE
SOLAR RADIATION
ALASKA
COASTAL REGIONS
COLD WEATHER CONSTRUCTION
ICE FORMATION
*ICE CONSTRUCTION
POINT BARROW
description New methods and equipment for thickening and strengthening natural sea ice are needed to advance polar operational capabilities. Of the basic categories of techniques for inducing ice growth (ice injection, cold fluid injection, and recirculating fluid), one recirculation technique-the convection cell-was found to best fulfill the requirements for polar applications. Other techniques imposed greater work or energy requirements. Two basic convection cell systems were laboratory tested: liquid convection and liquid-vapor phase convection. At a 30F air temperature, the Balch liquid convection cell produced 7.75 inches of ice in 90 hours while the Long liquid-vapor phase cell produced only 2 inches during the same time period. Because the liquid convection cell was found to be more effective at the mean polar air test temperatures than the two-phase cell, it was selected for field testing at Point Barrow, Alaska. The initial field tests at Point Barrow during the spring of 1969 demonstrated the excellent potential of the Balch-type liquid convection cell for thickening, stabilizing, and anchoring near-shore ice structures. Cells suspended in seawater produced ice along the entire submerged length; the production rate was dependent on the seawater temperature, the prevailing air temperature, and the thickness of the ice mass around the cell. In FY70 convection cells were used to form two grounded ice structures offshore at Point Barrow to permit study of their long-term stability. Laboratory research to improve cell performance and field application has resulted in the development of two new liquid convection cells: a simplified vertical convection cell and a horizontal convection cell. (Author)
author2 NAVAL CIVIL ENGINEERING LAB PORT HUENEME CA
format Text
author Culbertson, T. L.
author_facet Culbertson, T. L.
author_sort Culbertson, T. L.
title Ice Construction--Bottom Freezing Techniques for Constructing Shore and Near-Shore Ice Structures.
title_short Ice Construction--Bottom Freezing Techniques for Constructing Shore and Near-Shore Ice Structures.
title_full Ice Construction--Bottom Freezing Techniques for Constructing Shore and Near-Shore Ice Structures.
title_fullStr Ice Construction--Bottom Freezing Techniques for Constructing Shore and Near-Shore Ice Structures.
title_full_unstemmed Ice Construction--Bottom Freezing Techniques for Constructing Shore and Near-Shore Ice Structures.
title_sort ice construction--bottom freezing techniques for constructing shore and near-shore ice structures.
publishDate 1971
url http://www.dtic.mil/docs/citations/AD0889704
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0889704
long_lat ENVELOPE(-63.967,-63.967,-65.250,-65.250)
ENVELOPE(170.217,170.217,-72.317,-72.317)
geographic Balch
Construction Point
geographic_facet Balch
Construction Point
genre Barrow
Ice
permafrost
Point Barrow
Sea ice
Alaska
genre_facet Barrow
Ice
permafrost
Point Barrow
Sea ice
Alaska
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/AD0889704
op_rights APPROVED FOR PUBLIC RELEASE
_version_ 1766371650638446592