Clicking "Download" will only navigate to the article page. To access the full article or download the PDF using your institute or individual membership, please click here for detailed instructions.
Author(s): Ali A. Quraishi; Abdullah M. Al-Brahim
Linked Author(s):
Keywords:
Abstract: Predictive mathematical models of hydraulic jump in rectangular sloping channels with a positive or negative step are presented. The models are verified with experimental data. A generalized equation for the modified Froude Number which accounts for channel slope and step height is suggested which is applicable to sloping channels with or without a step. A practical method for the determination of the sequent depth is presented and some important characteristics of the hydraulic jump in sloping channels with a step are also studied.
DOI: https://doi.org/10.1080/00221689209498908
Year: 1992