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    Ice-Floe Impact with a Rubble-Mound Causeway at the Port of Nome, Alaska

    Source: Journal of Cold Regions Engineering:;2019:;Volume (033):;issue:002
    Author:
    Robert Ettema;Joy L. Baker;Garth Howlett;Bryan Hudson
    DOI: doi:10.1061/(ASCE)CR.1943-5495.0000183
    Publisher: American Society of Civil Engineers
    Abstract: The Port of Nome, Alaska, contains a structure unique for coastal areas subject to large, wind-driven ice sheets or floes. The structure, an almost kilometer-long rubble-mound causeway, stretches perpendicularly out from the coastline to form the main stem of the port’s outer harbor. This paper presents findings from a case study that reconciles results from a somewhat uncommon combination of ice-tank tests and field observations of the causeway’s performance in floe-prone waters. The ice-tank tests, done more than 35 years ago, show that wind-driven ice floes could ride up and overtop the causeway, although without dislodging armor rock sized to withstand design-wave attack. Thirty years of observations, including several ice ride-up events, confirm that the causeway has indeed remained structurally sound, without loss of armor rock to wave or ice loads. A rock breakwater built to the east of the causeway now shields the causeway from floes moving from the east but aggravates ice problems at the entrance to and within the port.
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      Ice-Floe Impact with a Rubble-Mound Causeway at the Port of Nome, Alaska

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4256952
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    contributor authorRobert Ettema;Joy L. Baker;Garth Howlett;Bryan Hudson
    date accessioned2019-06-08T07:23:44Z
    date available2019-06-08T07:23:44Z
    date issued2019
    identifier other%28ASCE%29CR.1943-5495.0000183.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4256952
    description abstractThe Port of Nome, Alaska, contains a structure unique for coastal areas subject to large, wind-driven ice sheets or floes. The structure, an almost kilometer-long rubble-mound causeway, stretches perpendicularly out from the coastline to form the main stem of the port’s outer harbor. This paper presents findings from a case study that reconciles results from a somewhat uncommon combination of ice-tank tests and field observations of the causeway’s performance in floe-prone waters. The ice-tank tests, done more than 35 years ago, show that wind-driven ice floes could ride up and overtop the causeway, although without dislodging armor rock sized to withstand design-wave attack. Thirty years of observations, including several ice ride-up events, confirm that the causeway has indeed remained structurally sound, without loss of armor rock to wave or ice loads. A rock breakwater built to the east of the causeway now shields the causeway from floes moving from the east but aggravates ice problems at the entrance to and within the port.
    publisherAmerican Society of Civil Engineers
    titleIce-Floe Impact with a Rubble-Mound Causeway at the Port of Nome, Alaska
    typeJournal Article
    journal volume33
    journal issue2
    journal titleJournal of Cold Regions Engineering
    identifier doidoi:10.1061/(ASCE)CR.1943-5495.0000183
    page05019001
    treeJournal of Cold Regions Engineering:;2019:;Volume (033):;issue:002
    contenttypeFulltext
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