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In Memory of Professor Seyed Mahmood Borghei
Numerical and Experimental Modeling of Two-Phase Air-Water Flow in Long Water Tunnels
Oblique and Lateral Weirs Equations Using Experimental Data and Incomplete Self Similarity
Free Water Surface Oscillation in a Closed Basin with Internal Barriers
Hydraulics of Subsurface Weirs
Design and Analysis of Piano-Key Weir as an Economic and Efficient Hydraulic Structure
Turbulent Characteristics of Flow During Transition from Super- to Subcritical, without Hydraulic Jump