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contributor authorArved J. Raudkivi
date accessioned2017-05-08T20:39:23Z
date available2017-05-08T20:39:23Z
date copyrightJanuary 1986
date issued1986
identifier other%28asce%290733-9429%281986%29112%3A1%281%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22564
description abstractThe functional trends of the local scour depth at a bridge pier in subcritical flow are discussed and related to flow and sediment parameters leading to a framework within which the scour depth under given conditions can be estimated. The local scour depth is shown to depend primarily on the shear velocity or mean velocity ratio to the value at the beginning of sediment movement,
publisherAmerican Society of Civil Engineers
titleFunctional Trends of Scour at Bridge Piers
typeJournal Paper
journal volume112
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1986)112:1(1)
treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 001
contenttypeFulltext


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