The use of heat pipes to prevent ice formation on highway bridge decks

dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorWitwer, Jeffrey G.
dc.creatorSommers, Dan W.
dc.date.accessioned2019-02-08T23:33:25Z
dc.date.available2019-02-08T23:33:25Z
dc.date.issued1973
dc.description.abstractSufficient heat can be transported from the surrounding ground to a bridge deck by heat pipes to both reduce the number of freeze-thaw cycles and to reduce the time during which the surface is below freezing. In a computer model of the thermal response of a bridge during a sample month, the use of heat pipes spaced six inches apart reduced the number of freeze-thaw cycles by 58% and the time that the surface was below freezing by 87%. While even higher performance is possible, economic and structural constraints will certianly preclude the elimination of all freezing. A screen covered groove heat pipe using ammonia as a working fluid appears to yield the best performance. Computer models are presented to analyse the performance of such heat pipes and to predict the thermal response of a highway bridge with heat pipes to either idealized or actual meteorological conditions. Recommendations are made for further work.
dc.description.peerreviewNo
dc.format.extent64 pages
dc.format.extent10,101,058 bytes
dc.format.mediumapplication.pdf
dc.identifier.govdocFHWA-OK
dc.identifier.otherOklahoma Department of Transportation State Planning and Research
dc.identifier.urihttps://hdl.handle.net/11244/317190
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.titleThe use of heat pipes to prevent ice formation on highway bridge decks
dc.typeTechnical Report
dc.type.materialtext

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