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contributor authorBilhan Omer;Aydin M. Cihan;Emiroglu M. Emin;Miller Carol J.
date accessioned2019-02-26T08:00:33Z
date available2019-02-26T08:00:33Z
date issued2018
identifier other%28ASCE%29IR.1943-4774.0001301.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250849
description abstractLabyrinth weirs present an effective solution for high discharge efficiency in space-restrictive situations. However, these weirs exhibit negative effects (vibrations, noise, and instability) when the nappe clings to the downstream surface of the weir because of subatmospheric pressures. Nappe breakers are used to limit the occurrence of this behavior. Currently, only a limited number of investigations have focused on the performance of nappe breakers when applied to circular labyrinth weirs. The present study has been designed to provide detailed performance data for sharp-crested circular labyrinth weirs for the case of a simple weir as well an augmented weir (with nappe breaker). Three-dimensional (3D) computational fluid dynamics (CFD) models were verified by comparison with the experimental observations, and then the pressures under the jet flow at the downstream of the weir were scrutinized using a two-phase (water-air) turbulent numerical model. The results of both the numerical simulations and experimental observations confirm the positive outcomes obtained through the use of the nappe breakers to control subatmospheric pressures on the downstream face of the weir.
publisherAmerican Society of Civil Engineers
titleExperimental and CFD Analysis of Circular Labyrinth Weirs
typeJournal Paper
journal volume144
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0001301
page4018007
treeJournal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 006
contenttypeFulltext


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