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    Pressure Loss in a Horizontal Two-Phase Slug Flow 

    Source: Journal of Fluids Engineering:;2010:;volume( 132 ):;issue: 007:;page 71304
    Author(s): A. R. Kabiri-Samani; S. M. Borghei
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The study of air-water, two-phase flows in hydraulic structures such as pressurized flow tunnels, culverts, sewer pipes, junctions, and similar conduits is of great importance for design purposes. ...
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    Discussion: Discharge Coefficient of Rectangular Side Weirs 

    Source: Journal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): M. R. Jalili; S. M. Borghei
    Publisher: American Society of Civil Engineers
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    Fluctuation of Air-Water Two-Phase Flow in Horizontal and Inclined Water Pipelines 

    Source: Journal of Fluids Engineering:;2007:;volume( 129 ):;issue: 001:;page 1
    Author(s): A. R. Kabiri-Samani; S. M. Borghei; M. H. Saidi
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Air in water flow is a frequent phenomenon in hydraulic structures. The main reason for air entrainment is vortices at water intakes, pumping stations, tunnel inlets, and so on. The accumulated ...
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    Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): S. M. Borghei; M. R. Jalili; M. Ghodsian
    Publisher: American Society of Civil Engineers
    Abstract: To estimate the outflow over a rectangular sharp-crested side weir, the discharge coefficient in the weir equation needs to be known. Although this type of structure has been designed and used extensively by hydraulic ...
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    Discussion of “Discharge Capacity of Labyrinth Side Weir Located on a Straight Channel” by M. Emin Emiroglu, Nihat Kaya, and Hayrullah Agaccioglu 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author(s): A. Parvaneh; S. M. Borghei; M. R. Jalili Ghazizadeh
    Publisher: American Society of Civil Engineers
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    Hydraulic Performance of Asymmetric Labyrinth Side Weirs Located on a Straight Channel 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): A. Parvaneh; S. M. Borghei; M. R. Jalili Ghazizadeh
    Publisher: American Society of Civil Engineers
    Abstract: This paper details a new design for labyrinth side weirs, which has been tested and analyzed. The proposed geometry for this labyrinth side weir differs from a triangular labyrinth side weir, in that it is asymmetric in ...
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    Evolutionary Algorithms for the Determination of Critical Depths in Conduits 

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): A. Kanani; M. Bakhtiari; S. M. Borghei; D.-S. Jeng
    Publisher: American Society of Civil Engineers
    Abstract: The determination of critical depth and the position of control sections is important in open-channel hydraulics. Calculation of critical depth in open channels is useful not only for determining the condition of a flow ...
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