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contributor authorAlvaro Galan
contributor authorGonzalo Simarro
contributor authorGema Sanchez-Serrano
date accessioned2017-05-08T22:21:28Z
date available2017-05-08T22:21:28Z
date copyrightJune 2015
date issued2015
identifier other43036422.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78583
description abstractThe present study focuses on riprap protection at single piers under live-bed conditions. The riprap mattress is displayed so that its top is leveled with the surrounding river bed, for ease in the construction process. Over 48 laboratory experiments have been carried out to understand the trend of the required riprap mattress width to protect single piers against edge and bedform undermining failures. The influence of bedform height on the required width is emphasized. A simple expression is given to calculate the required riprap mattress width; for low sediment transport rates the expressions given in the literature for clear-water conditions are recovered.
publisherAmerican Society of Civil Engineers
titleNonburied Riprap Mattress Sizing for Single Piers in the Presence of Bedforms
typeJournal Paper
journal volume141
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001003
treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 006
contenttypeFulltext


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