Effects of the underdrain design on the pressure drop in sand filters
dc.contributor.author
dc.date.accessioned
2017-03-01T12:50:05Z
dc.date.available
2017-03-01T12:50:05Z
dc.date.issued
2016-10-01
dc.identifier.issn
1537-5110
dc.identifier.uri
dc.description.abstract
The effect of the nozzle geometry on the pressure drop of a sand filter was experimentally studied. Four nozzles were analysed: one commercially produced with a conical shape and three alternative cylindrical underdrains that differed in the location and the number of slots. Experiments in both filtration mode and backwashing conditions for a wide range of superficial velocities were carried out. The results reported a reduction of the filter energy consumption greater than 20% could be achieved by simply modifying the position of the slots above the surface of the underdrain element. The effects of the nozzle were further investigated by means of an analytical model that correctly predicted the pressure drop of the water flow through the filter. The model confirmed that the distribution of the slots in the underdrain was a critical factor for determining the length of the region with a non-uniform flow within the sand. When using the commercial nozzle at flow rates >0.85 l s−1, this region produced the major contribution to energy losses in the filter due to increases in the tortuosity of the water path within the porous medium. From these results, it is suggested that an affordable way to increase the energy efficiency of already existing installations would be to replace the current underdrain elements with new improved designs
dc.description.sponsorship
The authors would like to express their gratitude to the Spanish Ministry of Economy and Competitiveness for their financial support for this experiment though grant CGL2012-31180
dc.format.mimetype
application/pdf
dc.language.iso
eng
dc.publisher
Elsevier
dc.relation
info:eu-repo/grantAgreement/MINECO//CGL2012-31180/ES/OPTIMIZACION DEL DISEÑO Y OPERACION DE FILTROS DE ARENA EN SISTEMAS DE RIEGO POR GOTEO CON AGUAS RESIDUALES REGENERADAS/
dc.relation.isformatof
Reproducció digital del document publicat a: http://dx.doi.org/10.1016/j.biosystemseng.2016.07.005
dc.relation.ispartof
© Biosystems Engineering, 2016, vol. 150, p. 1-9
dc.relation.ispartofseries
Articles publicats (D-EMCI)
dc.rights
Tots els drets reservats
dc.title
Effects of the underdrain design on the pressure drop in sand filters
dc.type
info:eu-repo/semantics/article
dc.rights.accessRights
info:eu-repo/semantics/embargoedAccess
dc.embargo.terms
Cap
dc.date.embargoEndDate
info:eu-repo/date/embargoEnd/2026-01-01
dc.type.version
info:eu-repo/semantics/publishedVersion
dc.identifier.doi
dc.identifier.idgrec
025468
dc.contributor.funder
dc.relation.ProjectAcronym