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Investigation of particular case of flow over vertical sill is reported; flow consists of definite nonuniform reach between two flow sections, entrance section upstream of sill at which supercritical flow exists and surface roller of forced hydraulic jump begins, and exit section downstream of sill at which uniform subcritical flow is reached; flow is described by five dimensionless variables, Froude number, and four similarity criteria for flow geometry; boundary values and similarity concepts for flow are defined; results are applicable to design of hydraulic jump stilling basins.
Investigation of particular case of flow over vertical sill is reported; flow consists of definite nonuniform reach between two flow sections, entrance section upstream of sill at which supercritical flow exists and surface roller of forced hydraulic jump begins, and exit section downstream of sill at which uniform subcritical flow is reached; flow is described by five dimensionless variables, Froude number, and four similarity criteria for flow geometry; boundary values and similarity concepts for flow are defined; results are applicable to design of hydraulic jump stilling basins.
Flow over vertical still in open channel
ASCE -- Proc (J Hydraulics Div)
Rand, W. (author)
1965
25 pages
Article (Journal)
English
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