Force Distribution in a Fragmented Ice Cover

Experiments were conducted in CRREL's refrigerated flume facility to examine the two-dimensional force distribution of a floating, fragmented ice cover restrained by a boom in a simulated river channel. To determine the force distribution, a vertically walled channel, instrumented for measuring...

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Bibliographic Details
Main Authors: Stewart,D, Daly,S F
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH
Format: Text
Language:English
Published: 1984
Subjects:
Ice
Online Access:http://www.dtic.mil/docs/citations/ADA142100
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA142100
id ftdtic:ADA142100
record_format openpolar
spelling ftdtic:ADA142100 2023-05-15T16:37:22+02:00 Force Distribution in a Fragmented Ice Cover Stewart,D Daly,S F COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH 1984-03 text/html http://www.dtic.mil/docs/citations/ADA142100 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA142100 en eng http://www.dtic.mil/docs/citations/ADA142100 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Hydrology Limnology and Potamology Snow Ice and Permafrost *ICE *FORCE(MECHANICS) LABORATORY TESTS DISTRIBUTION SHEAR STRESSES FRAGMENTS BOOMS(EQUIPMENT) *River ice PE61101A AS91D Text 1984 ftdtic 2016-02-20T22:50:03Z Experiments were conducted in CRREL's refrigerated flume facility to examine the two-dimensional force distribution of a floating, fragmented ice cover restrained by a boom in a simulated river channel. To determine the force distribution, a vertically walled channel, instrumented for measuring normal and tangetial forces, and an instrumentd restraining boom were installed in a 40.0- by 1.3-m flume. Two sizes of polyethlene blocks and two similar sizes of freshwater ice blocks were tested using water velocities ranging from 10 to 30 cm/s. The forces measured at the instrumented boom leveled off with increasing cover length. The contribution of the increasing shear forces developed along the shorelines to this leveling off in the data was clearly evident. The shear coefficients of the polyethylene blocks averaged 0.43, and the freshwater ice averaged 0.044. The normal force along the instrumented shoreline could not be related simply by a K coefficient to the longitudinal force; another expression was required. with a teerm beig a function of the cover thickness and independent of the undercover shear stress or cover length. By adding this term, good agreement was then found between the measured and predicted values of the boom forces and the shoreline normal and shear forces. 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 Hydrology
Limnology and Potamology
Snow
Ice and Permafrost
*ICE
*FORCE(MECHANICS)
LABORATORY TESTS
DISTRIBUTION
SHEAR STRESSES
FRAGMENTS
BOOMS(EQUIPMENT)
*River ice
PE61101A
AS91D
spellingShingle Hydrology
Limnology and Potamology
Snow
Ice and Permafrost
*ICE
*FORCE(MECHANICS)
LABORATORY TESTS
DISTRIBUTION
SHEAR STRESSES
FRAGMENTS
BOOMS(EQUIPMENT)
*River ice
PE61101A
AS91D
Stewart,D
Daly,S F
Force Distribution in a Fragmented Ice Cover
topic_facet Hydrology
Limnology and Potamology
Snow
Ice and Permafrost
*ICE
*FORCE(MECHANICS)
LABORATORY TESTS
DISTRIBUTION
SHEAR STRESSES
FRAGMENTS
BOOMS(EQUIPMENT)
*River ice
PE61101A
AS91D
description Experiments were conducted in CRREL's refrigerated flume facility to examine the two-dimensional force distribution of a floating, fragmented ice cover restrained by a boom in a simulated river channel. To determine the force distribution, a vertically walled channel, instrumented for measuring normal and tangetial forces, and an instrumentd restraining boom were installed in a 40.0- by 1.3-m flume. Two sizes of polyethlene blocks and two similar sizes of freshwater ice blocks were tested using water velocities ranging from 10 to 30 cm/s. The forces measured at the instrumented boom leveled off with increasing cover length. The contribution of the increasing shear forces developed along the shorelines to this leveling off in the data was clearly evident. The shear coefficients of the polyethylene blocks averaged 0.43, and the freshwater ice averaged 0.044. The normal force along the instrumented shoreline could not be related simply by a K coefficient to the longitudinal force; another expression was required. with a teerm beig a function of the cover thickness and independent of the undercover shear stress or cover length. By adding this term, good agreement was then found between the measured and predicted values of the boom forces and the shoreline normal and shear forces.
author2 COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH
format Text
author Stewart,D
Daly,S F
author_facet Stewart,D
Daly,S F
author_sort Stewart,D
title Force Distribution in a Fragmented Ice Cover
title_short Force Distribution in a Fragmented Ice Cover
title_full Force Distribution in a Fragmented Ice Cover
title_fullStr Force Distribution in a Fragmented Ice Cover
title_full_unstemmed Force Distribution in a Fragmented Ice Cover
title_sort force distribution in a fragmented ice cover
publishDate 1984
url http://www.dtic.mil/docs/citations/ADA142100
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA142100
genre Ice
permafrost
genre_facet Ice
permafrost
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/ADA142100
op_rights APPROVED FOR PUBLIC RELEASE
_version_ 1766027655369457664