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Discussion of “New Stage-Discharge Relationship for Weirs of Finite Crest Length” by M. Bijankhan, C. Di Stefano, V. Ferro, and S. Kouchakzadeh

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Journal of Irrigation and Drainage Engineering 141 (9) 07015010 (2015)
DOI: 10.1061/(ASCE)IR.1943-4774.0000886
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Closure to “New Stage-Discharge Relationship for Weirs of Finite Crest Length” by M. Bijankhan, C. Di Stefano, V. Ferro, and S. Kouchakzadeh

M. Bijankhan, C. Di Stefano, V. Ferro and S. Kouchakzadeh
Journal of Irrigation and Drainage Engineering 141 (9) 07015011 (2015)
DOI: 10.1061/(ASCE)IR.1943-4774.0000885
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Experimental measurements of velocity and pressure distributions on a large broad-crested weir

Carlos A. Gonzalez and Hubert Chanson
Flow Measurement and Instrumentation 18 (3-4) 107 (2007)
DOI: 10.1016/j.flowmeasinst.2007.05.005
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Control of undular weir flow by changing of weir geometry

Mohamad Reza Madadi, Ali Hosseinzadeh Dalir and Davood Farsadizadeh
Flow Measurement and Instrumentation 34 160 (2013)
DOI: 10.1016/j.flowmeasinst.2013.09.003
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Scale effects of round-crested weir flow

Oscar Castro-Orgaz and Willi H. Hager
Journal of Hydraulic Research 52 (5) 653 (2014)
DOI: 10.1080/00221686.2014.910277
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New Stage-Discharge Relationship for Weirs of Finite Crest Length

M. Bijankhan, C. Di Stefano, V. Ferro and S. Kouchakzadeh
Journal of Irrigation and Drainage Engineering 140 (3) 06013006 (2014)
DOI: 10.1061/(ASCE)IR.1943-4774.0000670
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Free-Surface Profiles, Velocity and Pressure Distributions on a Broad-Crested Weir: A Physical Study

Stefan Felder and Hubert Chanson
Journal of Irrigation and Drainage Engineering 138 (12) 1068 (2012)
DOI: 10.1061/(ASCE)IR.1943-4774.0000515
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New Theoretical Solution of the Outflow Process for a Weir with Complex Shape

C. Di Stefano, V. Ferro and M. Bijankhan
Journal of Irrigation and Drainage Engineering 142 (10) 04016036 (2016)
DOI: 10.1061/(ASCE)IR.1943-4774.0001045
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