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RISAnalysis of Slump Test for Sand–Foam Mixtures
Publisher: American Society of Civil Engineers
Discussion of “New Theoretical Solution of the Stage-Discharge Relationship for Sharp-Crested and Broad Weirs” by V. Ferro
Publisher: American Society of Civil Engineers
Hydraulics of Submerged Triangular Weirs and Weirs of Finite-Crest Length with Upstream and Downstream Ramps
Publisher: American Society of Civil Engineers
Experimental and Numerical Investigations of Flow over and under Weir-Culverts with a Downstream Ramp
Publisher: ASCE
Abstract: A series of experimental and numerical studies were conducted to investigate the hydrodynamics of weir-culverts with a downstream ramp in submerged-flow condition. A comparison of the numerical and experimental results ...
Hydraulic Properties and Local Scour Downstream of Permeable Grade-Control Structures
Publisher: American Society of Civil Engineers
Abstract: A series of laboratory experiments were carried out to study the hydrodynamics of flow through and over permeable grade-control structures with different dimensions and degrees of permeability. The local erosion downstream ...
Water Surface Characteristics of Submerged Rectangular Sharp-Crested Weirs
Publisher: American Society of Civil Engineers
Abstract: Laboratory experiments were carried out to investigate the water surface characteristics of submerged flow over sharp-crested weirs. Interesting observations were made on the water surface profiles near the weir as weir ...
Water Surface Characteristics of Submerged Rectangular Sharp-Crested Weirs
Publisher: American Society of Civil Engineers
Abstract: Laboratory experiments were carried out to investigate the water surface characteristics of submerged flow over sharp-crested weirs. Interesting observations were made on the water surface profiles near the weir as weir ...
Experimental Investigations on Hydrodynamic Characteristics of Tsunami-Like Hydraulic Bores Impacting a Square Structure
Publisher: ASCE
Abstract: Laboratory experiments investigated the effects of bed slope, initial impoundment depth, and still water level on the hydrodynamic characteristics of tsunami-like hydraulic bores generated by a rapid-release swing gate. ...