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contributor authorStefano Pagliara
contributor authorSahameddin Mahmoudi Kurdistani
contributor authorThendiyath Roshni
date accessioned2017-05-08T21:51:06Z
date available2017-05-08T21:51:06Z
date copyrightSeptember 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000423.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64244
description abstractSupercritical flow below chute piers generates an aerated flow known as rooster tail. Their behavior varies along the spillway or chute for different Froude numbers. This paper aims to analyze the effect of various parameters including the Froude number, approach flow depth, chute pier width, and presence of a deflector ramp on the rooster tail geometry. Aerator systems, which generally include deflectors in chutes, are effective in the generation of rooster tails. The interaction between a deflector and supercritical flow of chutes causes a higher rooster tail. New equations define the rooster tail geometry in the presence of a deflector. The air concentration profile was measured and the effects of deflectors on the air entrainment were studied.
publisherAmerican Society of Civil Engineers
titleRooster Tail Wave Hydraulics of Chutes
typeJournal Paper
journal volume137
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000397
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
contenttypeFulltext


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