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contributor authorSpyros Beltaos
date accessioned2017-05-08T20:44:06Z
date available2017-05-08T20:44:06Z
date copyrightAugust 2001
date issued2001
identifier other%28asce%290733-9429%282001%29127%3A8%28650%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25232
description abstractLack of field data on the thickness and roughness of river ice jams inhibits reliable calibration of ice jam models and can result in erroneous evaluation of important physical parameters. Detailed thickness data that have been obtained on several ice jams by means of a remote profiling technique reveal a highly irregular underside. Statistical analysis points to a normal probability distribution of the irregularities and allows direct assessment of the absolute roughness of each jam. The latter varies linearly with the average jam thickness, at least to a thickness value of 3 m, and is shown to be consistent with previously reported roughness values deduced from purely hydraulic considerations. Using the present findings in conjunction with past data and modelling experience, simple equations are developed to compute composite-flow resistance characteristics in terms of jam thickness and flow depth.
publisherAmerican Society of Civil Engineers
titleHydraulic Roughness of Breakup Ice Jams
typeJournal Paper
journal volume127
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2001)127:8(650)
treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 008
contenttypeFulltext


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