Author(s): N. Kawagoshi; W. H. Hager

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Abstract: This second paper on B-jumps deals with flows in a 30° upstream sloping, and a horizontal downstream channel portion. The main flow features such as the sequent depths, the lengths of both the roller and the jump are investigated. Further, two-dimensional velocity fields for typical flow patterns are discussed and compared with those for other hydraulic jumps.

DOI: https://doi.org/10.1080/00221689009499060

Year: 1990