INVESTIGATION OF SUBSURFACE DRAINAGE AT BMEWS FACILITY, THULE, GREENLAND.

As a consequence of thaw cavities (sinkholes) which formed in the drainage ditch at Scanner 6 of the BMEWS facility, Greenland, in 1962, the U.S. Army Engineer District, New York, in the autumn of that year, contracted for rebuilding the damaged ditch. In 1963 the program was expanded to include bor...

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Bibliographic Details
Main Author: McAnerney,John M.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1968
Subjects:
ICE
Online Access:http://www.dtic.mil/docs/citations/AD0675411
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0675411
id ftdtic:AD0675411
record_format openpolar
spelling ftdtic:AD0675411 2023-05-15T15:06:21+02:00 INVESTIGATION OF SUBSURFACE DRAINAGE AT BMEWS FACILITY, THULE, GREENLAND. McAnerney,John M. COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H 1968-06 text/html http://www.dtic.mil/docs/citations/AD0675411 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0675411 en eng http://www.dtic.mil/docs/citations/AD0675411 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Structural Engineering and Building Technology (*MILITARY FACILITIES DRAINAGE) GREENLAND UNDERGROUND STRUCTURES DYES FLUORESCENCE PENETRATION FOUNDATIONS(STRUCTURES) ANTENNA ARRAYS CRACKS THERMOCOUPLES FREEZING ICE AERIAL PHOTOGRAPHS SHALE TEMPERATURE DAMAGE ARCTIC REGIONS BMEWS REMOTE AREAS THULE(GREENLAND) Text 1968 ftdtic 2016-02-18T21:19:22Z As a consequence of thaw cavities (sinkholes) which formed in the drainage ditch at Scanner 6 of the BMEWS facility, Greenland, in 1962, the U.S. Army Engineer District, New York, in the autumn of that year, contracted for rebuilding the damaged ditch. In 1963 the program was expanded to include borings under foundations, installation of thermocouples, levels on footings of buildings and antennas, dye tests to trace subsurface flow, and inspection of the entire surface drainage system. A representative from USA CRREL was at the site from 5 August to 5 September to evaluate the relation of sinkholes to adjacent foundations and to direct installation of thermocouples. Field work accomplished from August through 6 October 1963 comprised 38 diamond drill (NXM) borings refrigerated for extracting frozen cores; 4 dye tests for seepage studies; 23 thermocouple strings installed under 12 structures; initial elevation readings on all foundations in the technical site; aerial photographs in stereo at low altitudes; and inspection of ditches and all heated buildings for settlement or distress. (Author) Text Arctic Greenland Thule Defense Technical Information Center: DTIC Technical Reports database Arctic Greenland
institution Open Polar
collection Defense Technical Information Center: DTIC Technical Reports database
op_collection_id ftdtic
language English
topic Structural Engineering and Building Technology
(*MILITARY FACILITIES
DRAINAGE)
GREENLAND
UNDERGROUND
STRUCTURES
DYES
FLUORESCENCE
PENETRATION
FOUNDATIONS(STRUCTURES)
ANTENNA ARRAYS
CRACKS
THERMOCOUPLES
FREEZING
ICE
AERIAL PHOTOGRAPHS
SHALE
TEMPERATURE
DAMAGE
ARCTIC REGIONS
BMEWS
REMOTE AREAS
THULE(GREENLAND)
spellingShingle Structural Engineering and Building Technology
(*MILITARY FACILITIES
DRAINAGE)
GREENLAND
UNDERGROUND
STRUCTURES
DYES
FLUORESCENCE
PENETRATION
FOUNDATIONS(STRUCTURES)
ANTENNA ARRAYS
CRACKS
THERMOCOUPLES
FREEZING
ICE
AERIAL PHOTOGRAPHS
SHALE
TEMPERATURE
DAMAGE
ARCTIC REGIONS
BMEWS
REMOTE AREAS
THULE(GREENLAND)
McAnerney,John M.
INVESTIGATION OF SUBSURFACE DRAINAGE AT BMEWS FACILITY, THULE, GREENLAND.
topic_facet Structural Engineering and Building Technology
(*MILITARY FACILITIES
DRAINAGE)
GREENLAND
UNDERGROUND
STRUCTURES
DYES
FLUORESCENCE
PENETRATION
FOUNDATIONS(STRUCTURES)
ANTENNA ARRAYS
CRACKS
THERMOCOUPLES
FREEZING
ICE
AERIAL PHOTOGRAPHS
SHALE
TEMPERATURE
DAMAGE
ARCTIC REGIONS
BMEWS
REMOTE AREAS
THULE(GREENLAND)
description As a consequence of thaw cavities (sinkholes) which formed in the drainage ditch at Scanner 6 of the BMEWS facility, Greenland, in 1962, the U.S. Army Engineer District, New York, in the autumn of that year, contracted for rebuilding the damaged ditch. In 1963 the program was expanded to include borings under foundations, installation of thermocouples, levels on footings of buildings and antennas, dye tests to trace subsurface flow, and inspection of the entire surface drainage system. A representative from USA CRREL was at the site from 5 August to 5 September to evaluate the relation of sinkholes to adjacent foundations and to direct installation of thermocouples. Field work accomplished from August through 6 October 1963 comprised 38 diamond drill (NXM) borings refrigerated for extracting frozen cores; 4 dye tests for seepage studies; 23 thermocouple strings installed under 12 structures; initial elevation readings on all foundations in the technical site; aerial photographs in stereo at low altitudes; and inspection of ditches and all heated buildings for settlement or distress. (Author)
author2 COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
format Text
author McAnerney,John M.
author_facet McAnerney,John M.
author_sort McAnerney,John M.
title INVESTIGATION OF SUBSURFACE DRAINAGE AT BMEWS FACILITY, THULE, GREENLAND.
title_short INVESTIGATION OF SUBSURFACE DRAINAGE AT BMEWS FACILITY, THULE, GREENLAND.
title_full INVESTIGATION OF SUBSURFACE DRAINAGE AT BMEWS FACILITY, THULE, GREENLAND.
title_fullStr INVESTIGATION OF SUBSURFACE DRAINAGE AT BMEWS FACILITY, THULE, GREENLAND.
title_full_unstemmed INVESTIGATION OF SUBSURFACE DRAINAGE AT BMEWS FACILITY, THULE, GREENLAND.
title_sort investigation of subsurface drainage at bmews facility, thule, greenland.
publishDate 1968
url http://www.dtic.mil/docs/citations/AD0675411
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0675411
geographic Arctic
Greenland
geographic_facet Arctic
Greenland
genre Arctic
Greenland
Thule
genre_facet Arctic
Greenland
Thule
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/AD0675411
op_rights APPROVED FOR PUBLIC RELEASE
_version_ 1766337975009935360