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dc.contributor.authorStefano Pagliara
dc.contributor.authorMichele Palermo
dc.contributor.authorDeep Roy
dc.date.accessioned2022-01-30T20:43:38Z
dc.date.available2022-01-30T20:43:38Z
dc.date.issued12/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29IR.1943-4774.0001517.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267010
dc.description.abstractIn-stream low-head hydraulic structures are eco-friendly solutions to maintain the natural aquatic ecosystems. This study focused on scour characteristics around double-winged log -frames under different hydraulic conditions and structure configurations, including stone-reinforced structures. Three types of equilibrium scour morphologies were distinguished for each tested configuration. Generally, two scour formations occur upstream and downstream of the structure, depending on its configuration. Empirical equations are proposed to predict maximum depth and other characteristic lengths of the scour hole and dune. A new equivalent densimetric Froude number was derived by dimensional analysis. The equations were validated with data pertaining to similar structures. Overall, this study shows that double-winged log frames are suitable for creating resting pools for fish species, and can contribute to enhance bank stability. Although the analysis was limited to straight channels, the proposed design equations represent the first quantitative tool to assess scour features for this structure typology.
dc.publisherASCE
dc.titleScour around Double-Winged Log Frames under Clear Water Condition
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue12
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/(ASCE)IR.1943-4774.0001517
dc.page11
dc.treeJournal of Irrigation and Drainage Engineering:;2020:;Volume ( 146 ):;issue: 012
dc.contenttypeFulltext


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