dc.contributor.author | Jarman, DS | |
dc.contributor.author | Tabor, G | |
dc.contributor.author | Butler, D | |
dc.contributor.author | Andoh, RYG | |
dc.date.accessioned | 2017-03-20T15:21:33Z | |
dc.date.issued | 2011-07-21 | |
dc.description.abstract | Vortex flow controls (VFC) are devices which are well suited for use in drainage systems, as they exhibit non-constant, non-linear discharge coefficients that can be tailored to approach that of a constant flow-rate device. Also, they have no mechanical components or power requirements and have a reduced risk of blockage compared with traditional flow controls. However, due to their complex bi-stable discharge behaviour and the influences of turbulence, the design and scaling of these devices, is not a trivial process. In this paper a VFC design methodology is presented that enables the VFC geometry to be determined and optimized to approach the ideal hydraulic behaviour, for a given discharge limit. This is achieved through the calibration of simplified, axi-symmetric vortex solutions of the Navier-Stokes relationships, by means of Computational Fluid Dynamic (CFD) analysis and experimental hydraulic assessment. © 2011 ASCE. | en_GB |
dc.identifier.citation | , pp. 1494 - 1504 | en_GB |
dc.identifier.doi | 10.1061/41173(414)156 | |
dc.identifier.uri | http://hdl.handle.net/10871/26698 | |
dc.language.iso | en | en_GB |
dc.publisher | American Society of Civil Engineers | en_GB |
dc.title | The use of CFD coupled with physical testing to develop a new range of vortex flow controls with attributes approaching the ideal flow control device | en_GB |
dc.type | Article | en_GB |
dc.date.available | 2017-03-20T15:21:33Z | |
dc.identifier.isbn | 9780784411735 | |
dc.description | This is the author accepted manuscript. The final version is available from the publisher via the DOI in this record. | en_GB |
dc.identifier.journal | World Environmental and Water Resources Congress 2011: Bearing Knowledge for Sustainability - Proceedings of the 2011 World Environmental and Water Resources Congress | en_GB |