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Closure 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

Autor Bautista-Capetillo, Carlos F. ; Robles, O.; Júnez-Ferreira, H.; Playán Jubillar, Enrique
Fecha de publicación ago-2015
EditorAmerican Society of Civil Engineers
Citación Closure 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)
ResumenIn 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.
Descripción 5 Pags.- 2 Figs.- 1 Tabl. The definitive version is available at: http://ascelibrary.org/journal/jidedh
Versión del editorhttp://dx.doi.org/10.1061/(ASCE)IR.1943-4774.0000859
URI http://hdl.handle.net/10261/121123
DOI10.1061/(ASCE)IR.1943-4774.0000859
ISSN0733-9437
E-ISSN1943-4774
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