DIRECT SOLUTION TO PRACTICAL PROBLEM OF OPEN CHANNEL FLOW FOR HORIZONTAL TRANSITIONS

DIRECT SOLUTION TO PROBLEMS OF OPEN CHANNEL FLOW FOR VERTICAL TRANSITIONS

Characteristics of the Hydraulic Jump in Trapezoidal Channel Section

Minimum Cost Design of Irrigation Canal Sections.

Optimal Operation of Farm Turbine Pumps.

Optimized orifice geometry to enhance the flow environment and achieve maximum discharge coefficient for effective water resources management

OPTIMIZATION SCHEME for a SMALL CROSS-FLOW HYDRO TURBINE RUNNER

HYDRAULIC PERFORMANCE OF SYPHONS UNDER CONTROLL BY INLET AND OUTLET PIPE CUTTING ANGLES

EXPERIMENTAL AND NUMERICAL STUDIES ON WATER FLOW THROUGH RECTANGULAR CROSS-SECTIONAL AREA S-SHAPED DIFFUSERS

Cost Optimization of Water Distribution Networks without Storage Tanks