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contributor authorMohammad Karimi Chahartaghi
contributor authorSohrab Nazari
contributor authorMohammad Mahmoodian Shooshtari
date accessioned2024-04-27T20:50:41Z
date available2024-04-27T20:50:41Z
date issued2023/12/01
identifier other10.1061-JIDEDH.IRENG-9855.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296085
description abstractThe piano key weir is a unique new geometric type that can have a linear (rectangular or trapezoidal) or arc (trapezoidal) layout. Depending on the flow hydraulics and the bed type, different shapes of scour holes can form downstream of these weirs. Two types of piano key weirs—rectangular, and trapezoidal with an arced plan—were built to investigate the sediment transport patterns. The bed material comprised sand (d50=1.25  mm) and gravel (d50=8.9  mm). The results revealed that the scour hole dimensions and bed topography patterns depend on hydraulic conditions, crest geometry, and bed material gradation. Analysis of the data suggested that local scour depths behind a piano key weir with a rectangular crest might be as much as 12% larger than those for other configurations in sand or gravel.
publisherASCE
titleExperimental Study on Local Scour Downstream of Arced Piano-Key Weirs
typeJournal Article
journal volume149
journal issue12
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/JIDEDH.IRENG-9855
journal fristpage04023027-1
journal lastpage04023027-10
page10
treeJournal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 012
contenttypeFulltext


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