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    Discussion of “Benchmark of Discharge Calibration Methods for Submerged Sluice Gates” by Carlos Sepúlveda, Manuel Gómez, and José Rodellar 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): M. Bijankhan; S. Kouchakzadeh
    Publisher: American Society of Civil Engineers
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    Discussion of “Revisiting the Energy-Momentum Method for Rating Vertical Sluice Gates under Submerged Flow Conditions” by Oscar Castro-Orgaz, Luciano Mateos, and Subhasish Dey 

    Source: Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): M. Bijankhan; S. Kouchakzadeh
    Publisher: American Society of Civil Engineers
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    Experimental Modeling of Submerged Pivot Weir 

    Source: Journal of Irrigation and Drainage Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): M. Bijankhan; V. Ferro
    Publisher: ASCE
    Abstract: An inclined rectangular overflow structure, also called a pivot weir, consists of a rectangular plate, angled downstream from the vertical, that can be used as an upstream water level control device. A pivot weir is submerged ...
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    Discussion of “Method of Solution of Nonuniform Flow with the Presence of Rectangular Side Weir” by Maurizio Venutelli 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Ali R. Vatankhah; M. Bijankhan
    Publisher: American Society of Civil Engineers
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    Discussion of “New Method for Modeling Thin-Walled Orifice Flow under Partially Submerged Conditions” by David Brandes and William T. Barlow 

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 009
    Author(s): Ali R. Vatankhah; M. Bijankhan
    Publisher: American Society of Civil Engineers
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    New Theoretical Solution of the Outflow Process for a Weir with Complex Shape 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): C. Di Stefano; V. Ferro; M. Bijankhan
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the outflow process of a weir with an irregular shape is studied using dimensional analysis and the incomplete self-similarity theory. The new unique stage–discharge relationship, which is deduced theoretically, ...
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    Discussion of “Quick Method for Estimating Furrow Infiltration” by Damodhara R. Mailapalli, W. W. Wallender, N. S. Raghuwanshi, and R. Singh 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Ali R. Vatankhah; H. Ebrahimian; M. Bijankhan
    Publisher: American Society of Civil Engineers
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    Discussion of “Iterative Formulas and Estimation Formulas for Computing Normal Depth of Horseshoe Cross-Section Tunnel” by Jiliang Liu, Zhengzhong Wang, and Xing Fang 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): M. Bijankhan; H. Savari; S. Kouchakzadeh
    Publisher: American Society of Civil Engineers
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    Discussion of “Energy and Momentum Velocity Coefficients for Calibrating Submerged Sluice Gates in Irrigation Canals” by Oscar Castro-Orgaz, David Lozano, and Luciano Mateos 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 009
    Author(s): M. Bijankhan; E. Darvishi; S. Kouchakzadeh
    Publisher: American Society of Civil Engineers
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    Discussion of “Discharge Characteristics of Weirs of Finite Crest Length with Upstream and Downstream Ramps” by Amir Hossein Azimi, Nallamuthu Rajaratnam, and David Z. Zhu 

    Source: Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): C. Di Stefano; V. Ferro; M. Bijankhan
    Publisher: American Society of Civil Engineers
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