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contributor authorMeredith L. Carr
contributor authorAndrew M. Tuthill
date accessioned2017-05-08T21:51:16Z
date available2017-05-08T21:51:16Z
date copyrightJanuary 2012
date issued2012
identifier other%28asce%29hy%2E1943-7900%2E0000510.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64334
description abstractA numerical model was used to better understand ice-related scour processes at a large lock and dam. Large scour holes in front of Melvin Price Lock and Dam, the largest navigation structure on the Mississippi River, present a unique opportunity to explore this effect because the scour has been so severe and well documented. Likely scenarios for river ice accumulation and passage were identified based on historical flows and observations. For all simulations, the ice accumulated upstream of the gates as observed in the field and the ice thicknesses were found to match well with the general shape of the scour surveys. Ice thicknesses as large as 5.9 m and under-ice depth-averaged water velocities as great as
publisherAmerican Society of Civil Engineers
titleModeling of Scour-Inducing Ice Effects at Melvin Price Lock and Dam
typeJournal Paper
journal volume138
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000483
treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 001
contenttypeFulltext


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