Frost Shielding Protection of a Water Line, Berlin, New Hampshire.

The standard practice at burying water and sewer lines beneath the frost line in cold regions can be expensive when ledge or other difficult material is within the burial depth. If the pipeline can be buried at a shallower depth and still be protected from freezing, a significant savings in excavati...

Full description

Bibliographic Details
Main Author: Coutermash, Barry A.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH
Format: Text
Language:English
Published: 1997
Subjects:
Ice
Online Access:http://www.dtic.mil/docs/citations/ADA322268
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA322268
id ftdtic:ADA322268
record_format openpolar
spelling ftdtic:ADA322268 2023-05-15T16:37:50+02:00 Frost Shielding Protection of a Water Line, Berlin, New Hampshire. Coutermash, Barry A. COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH 1997-01 text/html http://www.dtic.mil/docs/citations/ADA322268 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA322268 en eng http://www.dtic.mil/docs/citations/ADA322268 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Civil Engineering Snow Ice and Permafrost *FINITE ELEMENT ANALYSIS *WATER PIPES *THERMAL INSULATION MONITORING INSULATION COLD REGIONS PENETRATION FREEZING CONFIGURATIONS PROTECTION PIPELINES FROST BURIED OBJECTS PUBLIC UTILITIES SEWERS NEW HAMPSHIRE COOS COUNTY(NEW HAMPSHIRE) Text 1997 ftdtic 2016-02-19T19:46:17Z The standard practice at burying water and sewer lines beneath the frost line in cold regions can be expensive when ledge or other difficult material is within the burial depth. If the pipeline can be buried at a shallower depth and still be protected from freezing, a significant savings in excavation costs can be realized. A finite element (FE) program was developed to predict frost penetration depth around buried utility pipelines. The program was used to design and assess the feasibility of various insulation configurations around a water line buried within the frost-susceptible depth in Berlin, New Hampshire. Extensive temperature monitoring was performed to evaluate both the insulation design and the prediction accuracy of the FE program. The first-year results are very promising, showing good accuracy between the FE results and actual temperatures. used to design and assess the feasibility of various insulation configurations around a water line buried within the frost susceptible depth in Berlin, New Hampshire. Extensive temperature monitoring was performed to evaluate both the insulation design and the prediction accuracy of the FE program. The first year results are very promising, showing good accuracy between the FE results and actual temperatures. Text Ice permafrost Defense Technical Information Center: DTIC Technical Reports database
institution Open Polar
collection Defense Technical Information Center: DTIC Technical Reports database
op_collection_id ftdtic
language English
topic Civil Engineering
Snow
Ice and Permafrost
*FINITE ELEMENT ANALYSIS
*WATER PIPES
*THERMAL INSULATION
MONITORING
INSULATION
COLD REGIONS
PENETRATION
FREEZING
CONFIGURATIONS
PROTECTION
PIPELINES
FROST
BURIED OBJECTS
PUBLIC UTILITIES
SEWERS
NEW HAMPSHIRE
COOS COUNTY(NEW HAMPSHIRE)
spellingShingle Civil Engineering
Snow
Ice and Permafrost
*FINITE ELEMENT ANALYSIS
*WATER PIPES
*THERMAL INSULATION
MONITORING
INSULATION
COLD REGIONS
PENETRATION
FREEZING
CONFIGURATIONS
PROTECTION
PIPELINES
FROST
BURIED OBJECTS
PUBLIC UTILITIES
SEWERS
NEW HAMPSHIRE
COOS COUNTY(NEW HAMPSHIRE)
Coutermash, Barry A.
Frost Shielding Protection of a Water Line, Berlin, New Hampshire.
topic_facet Civil Engineering
Snow
Ice and Permafrost
*FINITE ELEMENT ANALYSIS
*WATER PIPES
*THERMAL INSULATION
MONITORING
INSULATION
COLD REGIONS
PENETRATION
FREEZING
CONFIGURATIONS
PROTECTION
PIPELINES
FROST
BURIED OBJECTS
PUBLIC UTILITIES
SEWERS
NEW HAMPSHIRE
COOS COUNTY(NEW HAMPSHIRE)
description The standard practice at burying water and sewer lines beneath the frost line in cold regions can be expensive when ledge or other difficult material is within the burial depth. If the pipeline can be buried at a shallower depth and still be protected from freezing, a significant savings in excavation costs can be realized. A finite element (FE) program was developed to predict frost penetration depth around buried utility pipelines. The program was used to design and assess the feasibility of various insulation configurations around a water line buried within the frost-susceptible depth in Berlin, New Hampshire. Extensive temperature monitoring was performed to evaluate both the insulation design and the prediction accuracy of the FE program. The first-year results are very promising, showing good accuracy between the FE results and actual temperatures. used to design and assess the feasibility of various insulation configurations around a water line buried within the frost susceptible depth in Berlin, New Hampshire. Extensive temperature monitoring was performed to evaluate both the insulation design and the prediction accuracy of the FE program. The first year results are very promising, showing good accuracy between the FE results and actual temperatures.
author2 COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH
format Text
author Coutermash, Barry A.
author_facet Coutermash, Barry A.
author_sort Coutermash, Barry A.
title Frost Shielding Protection of a Water Line, Berlin, New Hampshire.
title_short Frost Shielding Protection of a Water Line, Berlin, New Hampshire.
title_full Frost Shielding Protection of a Water Line, Berlin, New Hampshire.
title_fullStr Frost Shielding Protection of a Water Line, Berlin, New Hampshire.
title_full_unstemmed Frost Shielding Protection of a Water Line, Berlin, New Hampshire.
title_sort frost shielding protection of a water line, berlin, new hampshire.
publishDate 1997
url http://www.dtic.mil/docs/citations/ADA322268
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA322268
genre Ice
permafrost
genre_facet Ice
permafrost
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/ADA322268
op_rights APPROVED FOR PUBLIC RELEASE
_version_ 1766028138815422464