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Stability criteria for open-channel flow
General open-channel differential equations are expanded in neighborhood of first characteristic; this yields first-order theory which permits stability prediction of both long waves and steady flow in open channels; established criteria attempt to expand existing stability theories of flow in open channels into one general stability concept; concept contains not only known stability criteria for uniform flow, but also extends to gradually varied flow and unsteady flow in open channels of arbitrary cross sections; method finds direct application when wave propagation problems in open channels are calculated on digital computer.
Stability criteria for open-channel flow
General open-channel differential equations are expanded in neighborhood of first characteristic; this yields first-order theory which permits stability prediction of both long waves and steady flow in open channels; established criteria attempt to expand existing stability theories of flow in open channels into one general stability concept; concept contains not only known stability criteria for uniform flow, but also extends to gradually varied flow and unsteady flow in open channels of arbitrary cross sections; method finds direct application when wave propagation problems in open channels are calculated on digital computer.
Stability criteria for open-channel flow
ASCE -- Proc (J Hydraulics Div)
Dracos, T.A. (Autor:in) / Glenne, B. (Autor:in)
1967
23 pages
Aufsatz (Zeitschrift)
Englisch
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