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    Discharge Coefficient of Circular-Crested Weirs Based on a Combination of Flow around a Cylinder and Circulation 

    Source: Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Abdorreza Kabiri-Samani; Sara Bagheri
    Publisher: American Society of Civil Engineers
    Abstract: Circular-crested weirs are overflow structures with a reasonably high discharge coefficient, compared with that of sharp- and broad-crested weirs. In this study, combining the potential flow around a circular cylinder and ...
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    Closure to “Discharge Coefficient of Circular-Crested Weirs Based on a Combination of Flow around a Cylinder and Circulation” by Abdorreza Kabiri-Samani and Sara Bagheri 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Abdorreza Kabiri-Samani; Sara Bagheri
    Publisher: American Society of Civil Engineers
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    Closure to “Water Hammer in a Horizontal Rectangular Conduit Containing Air-Water Two-Phase Slug Flow” by Amin Eyhavand-Koohzadi, Seyed M. Borghei, and Abdorreza Kabiri-Samani 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Amin Eyhavand-Koohzadi; Abdorreza Kabiri-Samani
    Publisher: American Society of Civil Engineers
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    Discussion of “Prediction of Discharge Capacity over Two-Cycle Labyrinth Side Weir Using ANFIS” by M. Cihan Aydin and Korhan Kayisli 

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Ali Parvaneh; Abdorreza Kabiri-Samani; Mohammad Parvaneh
    Publisher: American Society of Civil Engineers
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    Discharge Coefficient of Triangular and Asymmetric Labyrinth Side Weirs Using the Nonlinear PLS Method 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Ali Parvaneh; Abdorreza Kabiri-Samani; Mohammad Ali Nekooie
    Publisher: American Society of Civil Engineers
    Abstract: Side weirs are hydraulic control structures widely used in irrigation and drainage systems as well as wastewater treatment plants. These structures also serve as adjusting/diverting flow structures with a minimum head loss. ...
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    Boundary Shear Stress in Smooth Trapezoidal Open Channel Flows 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 002
    Author(s): Abdorreza Kabiri-Samani; Fatemeh Farshi; Mohammad R. Chamani
    Publisher: American Society of Civil Engineers
    Abstract: Semianalytical equations were derived to evaluate the mean boundary shear stress in smooth trapezoidal open channels using conformal mapping techniques. This process tends to a complicated function that should be simplified ...
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    Water Hammer in a Horizontal Rectangular Conduit Containing Air-Water Two-Phase Slug Flow 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Amin Eyhavand-Koohzadi; Seyed M. Borghei; Abdorreza Kabiri-Samani
    Publisher: American Society of Civil Engineers
    Abstract: The study of water hammer in air-water, two-phase flows in hydraulic structures such as pressurized pipelines and tunnels, siphons, culverts, and junctions is of great importance for design purposes. Water hammer if combined ...
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    Boundary Shear Stress Distribution in Curved Compound Open Channels 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020099
    Author(s): Fatemeh Farshi; Abdorreza Kabiri-Samani; Mohammad R. Chamani
    Publisher: ASCE
    Abstract: An analytical model for evaluation of boundary shear stress in compound open-channel bends is developed. Perpendicular volumetric elements are generated in all cross sections of a bend. Each element represents an equation ...
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