Hydraulic comparison of stepped and Chute spillways
DOI:
https://doi.org/10.52340/building.2025.71.21საკვანძო სიტყვები:
Chute spillway, stepped spillway, channelანოტაცია
The thesis presents the comparison of the hydraulic calculation of stepped spillway and chute spillway. The issue becomes even more relevant when, must be resolved, how will be type of spillway, which will conduct discharge water from upstream to downstream. The paper discusses the hydraulic characteristics of two different spillway structures. The results of theoretical calculations clearly show the flow heights at different sections. Calculations were carried out using formulas proposed by various authors.
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წყაროები
Novak P., Moffat A.I.B., Nalluri C., Narayanan R., Hydraulic structures. Fourth edition. London and New York: Taylor-Francis Group, 2010, 700 p.
Parks E. „Hydropower Engineering“. London, Larsen and keller Education, 2017, 312 p.
P. G. Kisileva. Handbook of hydraulic calculations “Energy” ∙Moscow∙ 1972, 312 p.
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