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

Wave Hydrodynamic Characteristics of Vertical and Sloped Seawalls.

Forced Surface - Waves on Sloping Beaches.

Critical Water Depth Features over Broad-Crested Weirs.

THE EFFECT OF UNCONVENTIONAL SILLS TO DISSIPATE ENERGY DOWNSTREAM HYDRAULIC STRUCTURES

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

EXPERIMENTAL STUDY ON BED SCOUR AND ITS PROTECTION BEHIND STANDING WAVE WEIRS CONSIDERING COMBINED FLOW OVER WEIR CRESTAND BOTTOM PIPES

A Hydraulic Study of Sharp Crested Weir with Orifices.

Influence of Water Temperature and Side Slope on Sand Bed Channels.

Effect the Shape of Stilling Basin on Scour Downstream Heading-up Structures.