Lake Water Intakes under Icing Conditions
An intake may be restricted or clogged by active frazil, passive frazil, brash, or a combination of these ice forms. The exact nature of the interactions among the intake structure, the ice and the hydraulic and meterorologic conditions that lead to icing problems is extremely site-specific. The bet...
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ftdtic:ADA128757 2023-05-15T16:37:12+02:00 Lake Water Intakes under Icing Conditions Dean,Arnold M , Jr COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH 1983-05 text/html http://www.dtic.mil/docs/citations/ADA128757 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA128757 en eng http://www.dtic.mil/docs/citations/ADA128757 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Snow Ice and Permafrost Civil Engineering *ICE *INLETS TRANSPORT JAMMING ACCUMULATION PREVENTION LAKES WATER PIPES COUNTERMEASURES *Lake ice *Water intakes Clogging Frazil ice LPN-CWIS-31724 Text 1983 ftdtic 2016-02-20T22:34:09Z An intake may be restricted or clogged by active frazil, passive frazil, brash, or a combination of these ice forms. The exact nature of the interactions among the intake structure, the ice and the hydraulic and meterorologic conditions that lead to icing problems is extremely site-specific. The better these parameters are quantified, the more tailored and economical the solution. A defense against these ice forms may be formulated in four areas: the origin of the ice, the tranportaiton mechanics of the ice, the accumulation characteristics of the ice, and the form of the ice when it is in the area of influence of the intake. To produce a lake intake structure that minimizes or eliminates icing problems, one may devise an unconstrained or a constrained design. To evaluate solutions to icing problems and/or to supplement incomplete data, a scale-model investigation is recommended. A universal, unconstrained solution would be extremely extremely expensive. The more data available through site monitoring and model studies, the better the problem (and therefore the solution) can be bracketed. This paper provides guidance for developing a site-specific solution. 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 |
Snow Ice and Permafrost Civil Engineering *ICE *INLETS TRANSPORT JAMMING ACCUMULATION PREVENTION LAKES WATER PIPES COUNTERMEASURES *Lake ice *Water intakes Clogging Frazil ice LPN-CWIS-31724 |
spellingShingle |
Snow Ice and Permafrost Civil Engineering *ICE *INLETS TRANSPORT JAMMING ACCUMULATION PREVENTION LAKES WATER PIPES COUNTERMEASURES *Lake ice *Water intakes Clogging Frazil ice LPN-CWIS-31724 Dean,Arnold M , Jr Lake Water Intakes under Icing Conditions |
topic_facet |
Snow Ice and Permafrost Civil Engineering *ICE *INLETS TRANSPORT JAMMING ACCUMULATION PREVENTION LAKES WATER PIPES COUNTERMEASURES *Lake ice *Water intakes Clogging Frazil ice LPN-CWIS-31724 |
description |
An intake may be restricted or clogged by active frazil, passive frazil, brash, or a combination of these ice forms. The exact nature of the interactions among the intake structure, the ice and the hydraulic and meterorologic conditions that lead to icing problems is extremely site-specific. The better these parameters are quantified, the more tailored and economical the solution. A defense against these ice forms may be formulated in four areas: the origin of the ice, the tranportaiton mechanics of the ice, the accumulation characteristics of the ice, and the form of the ice when it is in the area of influence of the intake. To produce a lake intake structure that minimizes or eliminates icing problems, one may devise an unconstrained or a constrained design. To evaluate solutions to icing problems and/or to supplement incomplete data, a scale-model investigation is recommended. A universal, unconstrained solution would be extremely extremely expensive. The more data available through site monitoring and model studies, the better the problem (and therefore the solution) can be bracketed. This paper provides guidance for developing a site-specific solution. |
author2 |
COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH |
format |
Text |
author |
Dean,Arnold M , Jr |
author_facet |
Dean,Arnold M , Jr |
author_sort |
Dean,Arnold M , Jr |
title |
Lake Water Intakes under Icing Conditions |
title_short |
Lake Water Intakes under Icing Conditions |
title_full |
Lake Water Intakes under Icing Conditions |
title_fullStr |
Lake Water Intakes under Icing Conditions |
title_full_unstemmed |
Lake Water Intakes under Icing Conditions |
title_sort |
lake water intakes under icing conditions |
publishDate |
1983 |
url |
http://www.dtic.mil/docs/citations/ADA128757 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA128757 |
genre |
Ice permafrost |
genre_facet |
Ice permafrost |
op_source |
DTIC AND NTIS |
op_relation |
http://www.dtic.mil/docs/citations/ADA128757 |
op_rights |
APPROVED FOR PUBLIC RELEASE |
_version_ |
1766027495630438400 |