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contributor authorSubhasish Dey
contributor authorNavneet P. Singh
date accessioned2017-05-08T20:46:06Z
date available2017-05-08T20:46:06Z
date copyrightMay 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A5%28588%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26494
description abstractExperiments on clear-water scour below underwater pipelines (initially laid on the sediment bed) in uniform and nonuniform sediments under steady flow were conducted. Equilibrium scour profiles were modeled by a cubic polynomial. The experimental results are examined to describe the influence of various parameters on equilibrium scour depth. The equilibrium scour depth
publisherAmerican Society of Civil Engineers
titleClear-Water Scour below Underwater Pipelines under Steady Flow
typeJournal Paper
journal volume134
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:5(588)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 005
contenttypeFulltext


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