Study of Turbulent Structure and Flow Characteristics through Inclined Finite Depression in Sloping Open Channel.

Characteristics of the Hydraulic Jump in Trapezoidal Channel Section

Scour behind Sluice Gates.

Effect of Taildepth Variation on Combined Discharge over Weirs and below Gates.

Scour Properties downstream Free Hydraulic Jumps on Corrugated Beds.

Effect of Bed Roughness on Hydraulic Jump Characteristics.

Behavior of Hydraulic Jump DN a Stilling Basin II.

STUDYING THE EFFECT OF DIFFERENT CONFIGURATIONS AND POSITIONS OF SILL OVER STILLING BASIN ON FLOW CHARACTERISTICS BEHIND RADIAL GATE, (CASE STUDY: NAGAA HAMMADI REGULATOR)

Effect of Free Surface, Froude and Reynolds Numbers on the Protection Length and Turbulence in the Compound Transitions through Bridges.

Effect of Perforated Inclination and Height of Sill on Maximum Scour Depth and Energy Losses Downstream a Sluice Gate