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RISDiscussion of “Discharge Coefficient for Baffle-Sluice Gates” by P. K. Mishra, Wernher Brevis, and Cornelia Lang
Publisher: American Society of Civil Engineers
Free Hydraulic Jump Due to Parallel Jets
Publisher: American Society of Civil Engineers
Abstract: Due to construction, operation, and maintenance difficulties, usually installing very wide sluice gates in open channels is not recommended. Instead, multiple parallel gates have been used in such circumstances, which ...
Discussion of “Turbulent Flow Friction Factor Calculation Using a Mathematically Exact Alternative to the Colebrook–White Equation” by Jagadeesh R. Sonnad and Chetan T. Goudar
Publisher: American Society of Civil Engineers
Discussion of “Effect of Channel Shape on Time of Travel and Equilibrium Detention Storage in Channel” by Tommy S. W. Wong
Publisher: American Society of Civil Engineers
Discussion of “Solution of Specific Energy and Specific Force Equations” by Amlan Das
Publisher: American Society of Civil Engineers
Discussion of “Simplified Design of Hydraulically Efficient Power-Law Channels with Freeboard” by Ahmed S. A. Hussein
Publisher: American Society of Civil Engineers
Discussion of “Head-Discharge Equation for Sharp-Crested Polynomial Weir” by Raouf E. Baddour
Publisher: American Society of Civil Engineers
Unsteady Stage-Discharge Relationships for Sharp-Crested Weirs
Publisher: ASCE
Abstract: Currently, discharges passing measurement devices and structures in unsteady flow conditions are determined based on relationships developed for steady flow condition due to lack of sufficient data. In this study, the ...
Hydraulics of Rotary Gate: Novel Structure for Semicircular Canals
Publisher: ASCE
Abstract: In this study, a new structure named a rotary gate is introduced to control and measure the flow in canals having a semicircular or semielliptical cross section. A pivot rod, connected to the centerline of the gate and to ...