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A platform for research: civil engineering, architecture and urbanism
Flow Characteristics of Sloping Channel Jumps
This paper presents an experimental study of the mean flow characteristics of hydraulic jumps formed in sloping rectangular channels with slopes of 2-25%. The supercritical Froude number was the range of 5 to approx 8. It was found that the mean velocity profiles could be analyzed using the theoretical model of plane turbulent wall jets. It was also found that the bed shear stresses are comparatively larger than in the corresponding level channel jumps.
Flow Characteristics of Sloping Channel Jumps
This paper presents an experimental study of the mean flow characteristics of hydraulic jumps formed in sloping rectangular channels with slopes of 2-25%. The supercritical Froude number was the range of 5 to approx 8. It was found that the mean velocity profiles could be analyzed using the theoretical model of plane turbulent wall jets. It was also found that the bed shear stresses are comparatively larger than in the corresponding level channel jumps.
Flow Characteristics of Sloping Channel Jumps
Rajaratnam, Nallamuthu (author) / Murahari, Valupadas (author)
Journal of the Hydraulics Division ; 100 ; 731-740
2021-01-01
101974-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Hydraulic Jumps in Sloping Channels: Sequent Depth Ratio
| Online Contents | 2006