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contributor authorArved J. Raudkivi
contributor authorRobert Ettema
date accessioned2017-05-08T20:38:28Z
date available2017-05-08T20:38:28Z
date copyrightJanuary 1983
date issued1983
identifier other%28asce%290733-9429%281983%29109%3A3%28338%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22060
description abstractThe results of laboratory experiments on the clear‐water local scour of cohesionless bed sediment at cylindrical piers are presented. Based on the data, equilibrium depth of local scour is related to the particle size distribution of the bed sediment, mean particle size of the bed sediment, relative to the pier diameter, flow depth relative to both the pier diameter and the mean particle size of the bed sediment. A formula for estimating the maximum depth of local scour is also given.
publisherAmerican Society of Civil Engineers
titleClear‐Water Scour at Cylindrical Piers
typeJournal Paper
journal volume109
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1983)109:3(338)
treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 003
contenttypeFulltext


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