Self-aerated bounded flows in special hydraulic structures. Part 1. A short review on design concepts and sizing procedures of aerators

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dc.contributor.author Mutti, M.
dc.date.accessioned 2014-12-15T08:36:04Z
dc.date.available 2014-12-15T08:36:04Z
dc.date.issued 2008
dc.description.abstract Paper presented at the 6th International Conference on Heat Transfer, Fluid Mechanics and Thermodynamics, South Africa, 30 June - 2 July, 2008. en_ZA
dc.description.abstract In a number of hydraulic structures, significant fluiddynamical differences may be observed between flows which are well aerated and flows which are not ([16]). These differences are not just a matter of scientific speculation. Effective or ineffective aeration may be in fact responsible for inducing a variety of flow regime transitions, some of which may result desirable in particular situations and undesirable in other cases ([16]). When flows are bounded the venting system actually rules the behaviour of the entire system. Despite the importance of aeration for the performance of many hydraulic structures, design methods and procedures, in force of the great complexity of the involved physical phenomena, may be still nowadays quite simplified and experimental tests on large scale physical models are to be considered unavoidable to properly size the air supply system ([15], [21]). In the first part of the paper, structural layout and flow patterns which may be observed in bottom outlets, chute spillways, baffled weirs and leaping weirs are described. Flow regime transitions occurring in these structures are shown to be ruled to a great extent from the sizing of the aerators, giving evidence that such elements are unavoidable whenever civil structures and mechanical equipment are prone to cavitation risk. Stemming from these premises, in the second part of the paper it is stressed that common design procedures of air vents are based upon the hypothesis that the flow of air through vents may be treated as that of an incompressible fluid. It is brought to light however that this procedure contrasts, not so infrequently, with many experimental results collected from various researchers over more than 50 years ([6], [15], [22]). A compressible flow formulation is therefore reckoned to be necessary to predict the main flow characteristics of air through ducts of variable size, length and roughness. en_ZA
dc.description.librarian vk2014 en_ZA
dc.format.extent 6 pages en_ZA
dc.format.medium PDF en_ZA
dc.identifier.citation Mutti, M 2008, Self-aerated bounded flows in special hydraulic structures. Part 1. A short review on design concepts and sizing procedures of aerators, Paper presented to the 6th International Conference on Heat Transfer, Fluid Mechanics and Thermodynamics, South Africa, 30 June - 2 July 2008. en_ZA
dc.identifier.isbn 9781868546916
dc.identifier.uri http://hdl.handle.net/2263/43066
dc.language.iso en en_ZA
dc.publisher International Conference on Heat Transfer, Fluid Mechanics and Thermodynamics en_ZA
dc.relation.ispartof HEFAT 2008 en_US
dc.rights University of Pretoria en_ZA
dc.subject Hydraulic structures en_ZA
dc.subject Self aerated bounded flows en_ZA
dc.subject Design concepts of aerators en_ZA
dc.subject Sizing procedures of aerators en_ZA
dc.subject Effective aeration en_ZA
dc.subject Ineffective aeration en_ZA
dc.subject Bounded flows en_ZA
dc.subject Bottom outlets en_ZA
dc.subject Chute spillways en_ZA
dc.subject Baffled weirs en_ZA
dc.subject Leaping weirs en_ZA
dc.title Self-aerated bounded flows in special hydraulic structures. Part 1. A short review on design concepts and sizing procedures of aerators en_ZA
dc.type Presentation en_ZA


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