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contributor authorRobert Ettema
contributor authorJoy L. Baker
contributor authorGarth Howlett
contributor authorBryan Hudson
date accessioned2019-09-18T10:42:32Z
date available2019-09-18T10:42:32Z
date issued2019
identifier other%28ASCE%29CR.1943-5495.0000183.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260548
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 Paper
journal volume33
journal issue2
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)CR.1943-5495.0000183
page05019001
treeJournal of Cold Regions Engineering:;2019:;Volume ( 033 ):;issue: 002
contenttypeFulltext


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