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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
Hydraulics of Subsurface Weirs
Risk Analysis in Hydraulic Structures
Partial Reduction of Hydraulic Jump in Irrigation and Drainage Systems
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
Effect of Piano-Key Inlet on Hydraulics of Flow through Shaft Spillways
Hydraulics of Flow over the Rubber Dams