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Depth ratio of hydraulic jump in rectangular stilling basins
Faculty
Science
Year:
1996
Type of Publication:
Article
Pages:
597-604
Authors:
Negm, AAM, Alhamid, AA
Journal:
JOURNAL OF HYDRAULIC RESEARCH INT ASSN HYDRAULIC RESEARCH
Volume:
34
Research Area:
Engineering; Water Resources
ISSN
ISI:A1996VZ98200003
Keywords :
Depth ratio , hydraulic jump , rectangular stilling
Abstract:
A theoretical prediction for computing the sequent depth ratio of the hydraulic jump formed in rectangular sloping and roughened stilling basins is developed. It is based on the application of the one-dimensional momentum and continuity equations. The derived equation contains two nondimensional experimental coefficients. one for the effect of slope and the other one for the effect of bed roughness. When the two coefficients are used together, the combined effect of both slope and roughness on the sequent depth ratio of the hydraulic jump can be computed. Experimental data verify the developed equation reasonably well.
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