A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Some parameters of a spreading flow beyond pipe conduits
Conclusions The existing analytical and experimental methods of calculating the parameters of free spreading of a flow in the lower pool beyond pressure pipe conduits do not give acceptable results for N>1, since the flow has a pronounced three-dimensional character.When evaluating the kinetics of the flow in the exit section with the use of $ Π_{k} $ it is possible to eliminate the substantial effect of N on parameters of free spreading.The empirical relations (2)–(9) obtained make it possible to calculate more accurately the parameters of free spreading of a rapid flow beyond pressure pipe outlets.
Some parameters of a spreading flow beyond pipe conduits
Conclusions The existing analytical and experimental methods of calculating the parameters of free spreading of a flow in the lower pool beyond pressure pipe conduits do not give acceptable results for N>1, since the flow has a pronounced three-dimensional character.When evaluating the kinetics of the flow in the exit section with the use of $ Π_{k} $ it is possible to eliminate the substantial effect of N on parameters of free spreading.The empirical relations (2)–(9) obtained make it possible to calculate more accurately the parameters of free spreading of a rapid flow beyond pressure pipe outlets.
Some parameters of a spreading flow beyond pipe conduits
Kekhtokhyan, G. D. (author)
1989
Article (Journal)
English
BKL:
56.30
Wasserbau
Local classification TIB:
770/6550/8000
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