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    Eave Ice Dams

    Source: Journal of Architectural Engineering:;2010:;Volume ( 016 ):;issue: 001
    Author:
    Michael J. O’Rourke
    ,
    Moumita Ganguly
    ,
    Lucas Thompson
    DOI: 10.1061/(ASCE)1076-0431(2010)16:1(11)
    Publisher: American Society of Civil Engineers
    Abstract: Water seepage into interior spaces and the resultant staining of wall and/or ceiling surfaces is a common problem with eave ice dams. If the outdoor temperature is below freezing, the roof is poorly insulated, and if the roof snow layer is thick enough, the temperature at the bottom of the snow will be at freezing. A portion of the thermal energy goes into melting some of the roof snow, that is, meltwater is generated which flows downslope toward the eaves. Some of the meltwater refreezes at the cold eave, forming an ice dam. The potential for water seepage is related to the horizontal extent of the ice dam. Mitigation usually involves placing an impermeable “ice and snow guard” layer for some distance from the eave. This paper presents information on the horizontal extent of expected eave ice dams with various returns period for 15 U.S. cities. In addition a correlation between ice dam size and the 50-year ground snow load is presented which allows one to estimate ice dam size for any U.S. city.
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      Eave Ice Dams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/48831
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    contributor authorMichael J. O’Rourke
    contributor authorMoumita Ganguly
    contributor authorLucas Thompson
    date accessioned2017-05-08T21:22:19Z
    date available2017-05-08T21:22:19Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%291076-0431%282010%2916%3A1%2811%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48831
    description abstractWater seepage into interior spaces and the resultant staining of wall and/or ceiling surfaces is a common problem with eave ice dams. If the outdoor temperature is below freezing, the roof is poorly insulated, and if the roof snow layer is thick enough, the temperature at the bottom of the snow will be at freezing. A portion of the thermal energy goes into melting some of the roof snow, that is, meltwater is generated which flows downslope toward the eaves. Some of the meltwater refreezes at the cold eave, forming an ice dam. The potential for water seepage is related to the horizontal extent of the ice dam. Mitigation usually involves placing an impermeable “ice and snow guard” layer for some distance from the eave. This paper presents information on the horizontal extent of expected eave ice dams with various returns period for 15 U.S. cities. In addition a correlation between ice dam size and the 50-year ground snow load is presented which allows one to estimate ice dam size for any U.S. city.
    publisherAmerican Society of Civil Engineers
    titleEave Ice Dams
    typeJournal Paper
    journal volume16
    journal issue1
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)1076-0431(2010)16:1(11)
    treeJournal of Architectural Engineering:;2010:;Volume ( 016 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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