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    Experimental Study of the Stage-Discharge Relationship for an Upstream Inclined Grid with Longitudinal Bars 

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 008
    Author(s): C. Di Stefano; V. Ferro
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the outflow process of an upstream inclined grid with longitudinal bars is studied by using the dimensional analysis and the incomplete self-similarity theory. Next, the theoretical analysis shows that a ...
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    Closure to “Experimental Study of the Stage-Discharge Relationship for an Upstream Inclined Grid with Longitudinal Bars” by C. Di Stefano and V. Ferro 

    Source: Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 011
    Author(s): C. Di Stefano; V. Ferro
    Publisher: American Society of Civil Engineers
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    Stage–Discharge Relationship for an Upstream Inclined Grid with Transversal Bars 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): C. Di Stefano; V. Ferro
    Publisher: American Society of Civil Engineers
    Abstract: Check dams with grids upgrading upstream are often used in mountain rivers, where intense sediment transport and steep slopes occur. In some cases, sloping grids are used in the construction of debris flow breakers. In ...
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    Closure to “Stage–Discharge Relationship for an Upstream Inclined Grid with Transversal Bars” by C. Di Stefano and V. Ferro 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 008
    Author(s): C. Di Stefano; V. Ferro
    Publisher: American Society of Civil Engineers
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    Stage–Discharge Relationship for an Upstream Inclined Grid with Transversal Bars 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): C. Di Stefano; V. Ferro
    Publisher: American Society of Civil Engineers
    Abstract: Check dams with grids upgrading upstream are often used in mountain rivers, where intense sediment transport and steep slopes occur. In some cases, sloping grids are used in the construction of debris flow breakers. In ...
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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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    Modeling Rill Erosion at the Sparacia Experimental Area 

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 006
    Author(s): C. Di Stefano; V. Ferro; V. Pampalone
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the contributions of rill and interrill components to total soil erosion monitored at event scale at the Sparacia experimental area, southern Italy, were first compared and the dominance of the rill component ...
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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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    Closure to “New Stage-Discharge Equation for the SMBF Flume” by Francesco Giuseppe Carollo, Costanza Di Stefano, Vito Ferro, and Vincenzo Pampalone 

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): F. G. Carollo; C. Di Stefano; V. Ferro; V. Pampalone
    Publisher: American Society of Civil Engineers
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    New Stage-Discharge Relationship for Weirs of Finite Crest Length 

    Source: Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 003
    Author(s): M. Bijankhan; C. Di Stefano; V. Ferro; S. Kouchakzadeh
    Publisher: American Society of Civil Engineers
    Abstract: The flow process of weirs of finite crest length is analyzed on the basis of the dimensional analysis and incomplete self-similarity theory. The crest length is incorporated in the functional stage-discharge relationship ...
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