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dc.contributor.authorBautista-Capetillo, Carlos F.es_ES
dc.contributor.authorRobles, O.es_ES
dc.contributor.authorJúnez-Ferreira, H.es_ES
dc.contributor.authorPlayán Jubillar, Enriquees_ES
dc.date.accessioned2015-08-14T07:33:37Z-
dc.date.available2015-08-14T07:33:37Z-
dc.date.issued2015-08-
dc.identifier.citationClosure to “Discharge coefficient analysis for triangular sharp-crested weirs using low-Speed photographic technique” by C. Bautista-Capetillo, O. Robles, H. Júnez-Ferreira, and E. Playán. Journal of Irrigantion and Drainage Engineering: 141 (8): 07014067 (2015)es_ES
dc.identifier.issn0733-9437-
dc.identifier.urihttp://hdl.handle.net/10261/121123-
dc.description5 Pags.- 2 Figs.- 1 Tabl. The definitive version is available at: http://ascelibrary.org/journal/jidedhes_ES
dc.description.abstractIn the original technical note, an equation was proposed to determine the discharge coefficient (Cd) of triangular sharp-crested weirs. The equation was based on the free-vortex theory. Supporting data were obtained using four fully aerated weirs. An adaptation of the low-speed photographic technique proposed by Salvador et al. (2009) was implemented to obtain the upper and lower nappe profiles. The discussers A. R. Vatankhah and P. Peysokhan presented an in-depth analysis of our technical note. Additionally, they provided an alternative procedure to estimate Cd, leading to a comparison of the approaches used in both works. The discussers raised several issues that made part of our original research but could not be presented in the technical note due to space limitations. Now that the discussion is open, we are addressing these issues by introducing some of our findings for the particular case of the studied triangular sharp-crested weirs.es_ES
dc.language.isoenges_ES
dc.publisherAmerican Society of Civil Engineerses_ES
dc.relation.ispartofBautista-Capetillo, C., Robles, O., Júnez-Ferreira, H., and Playán, E. (2014). ”Discharge Coefficient Analysis for Triangular Sharp-Crested Weirs Using Low-Speed Photographic Technique.” J. Irrig. Drain Eng., 140(3), 06013005.es_ES
dc.relation.isversionofPostprintes_ES
dc.rightsopenAccesses_ES
dc.titleClosure to “Discharge coefficient analysis for triangular sharp-crested weirs using low-Speed photographic technique” by C. Bautista-Capetillo, O. Robles, H. Júnez-Ferreira, and E. Playánes_ES
dc.typeArtículoes_ES
dc.identifier.doi10.1061/(ASCE)IR.1943-4774.0000859-
dc.description.peerreviewedPeer reviewedes_ES
dc.relation.publisherversionhttp://dx.doi.org/10.1061/(ASCE)IR.1943-4774.0000859es_ES
dc.identifier.e-issn1943-4774-
dc.relation.csices_ES
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