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A platform for research: civil engineering, architecture and urbanism
Hydraulic jump in non-linear channels
Theoretical analysis is presented for special case of hydraulic jump in rectangular channels of nonlinear alignment, taking toe of jump at beginning of nonlinear channel; approach channel is assumed to be straight followed by curved channel, circular in plan and rectangular in cross section. (47711)
Hydraulic jump in non-linear channels
Theoretical analysis is presented for special case of hydraulic jump in rectangular channels of nonlinear alignment, taking toe of jump at beginning of nonlinear channel; approach channel is assumed to be straight followed by curved channel, circular in plan and rectangular in cross section. (47711)
Hydraulic jump in non-linear channels
Water Power
Sastry, P.G. (author) / Ramacharyulu, N.C.P. (author) / Reddy, P.R. (author)
Water Power ; 20
1968
3 pages
Article (Journal)
English
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