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contributor authorInês Meireles
contributor authorFloriana Renna
contributor authorJorge Matos
contributor authorFabián Bombardelli
date accessioned2017-05-08T21:51:29Z
date available2017-05-08T21:51:29Z
date copyrightOctober 2012
date issued2012
identifier other%28asce%29hy%2E1943-7900%2E0000617.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64450
description abstractThe nonaerated region may occupy a large portion of the skimming flow in steep, stepped spillways, particularly for relatively high unit flow rates. In spite of the numerous contributions on the hydraulic properties at both the inception point of air entrainment and the aerated region, much less is known regarding the flow in the nonaerated region. In this paper, new empirical evidence, based on an extensive data set obtained during several years in a large-scale facility, sheds light on the features of the nonaerated-flow region. Diverse ways to locate and estimate the main hydraulic properties at the inception point are first discussed and compared. Then, expressions capable of characterizing the main flow variables along the nonaerated region are presented, namely, the boundary-layer development, the velocity distribution, the equivalent clear-water depth, the characteristic depth taking into account the free-surface unsteadiness due to turbulence, and the energy dissipation. The energy dissipation is observed to be larger than that for smooth spillways, although much smaller than values typically reported for aerated flows at the toe of stepped spillways.
publisherAmerican Society of Civil Engineers
titleSkimming, Nonaerated Flow on Stepped Spillways over Roller Compacted Concrete Dams
typeJournal Paper
journal volume138
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000591
treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 010
contenttypeFulltext


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