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contributor authorB. Camenen
contributor authorK. Holubová
contributor authorM. Lukač
contributor authorJ. Le Coz
contributor authorA. Paquier
date accessioned2017-05-08T21:51:09Z
date available2017-05-08T21:51:09Z
date copyrightOctober 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000455.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64276
description abstractComprehensive measurements of bed-load sediment transport through a section of the Danube River, located approximately 70 km downstream from Bratislava, Slovakia, are used to assess the accuracy of bed-load formulas implemented in 1D modeling. Depending on water discharge and water level, significant variations in the distribution of bed load across the section were observed. It appeared that, whatever the water discharge, the bed shear stress
publisherAmerican Society of Civil Engineers
titleAssessment of Methods Used in 1D Models for Computing Bed-Load Transport in a Large River: The Danube River in Slovakia
typeJournal Paper
journal volume137
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000427
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 010
contenttypeFulltext


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