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Surging in laboratory pipeline with steady inflow
Surges of head and discharge were studied experimentally in laboratory pipe line which had check structure spaced at equal distances along pipe; experiments were made for various inflows which were steady at upstream end of pipe; nonlinear momentum equation was integrated numerically to predict growth of discharge surge from one pipe reach to next; general character of results is presented; results were in good agreement with experiments. (35023)
Surging in laboratory pipeline with steady inflow
Surges of head and discharge were studied experimentally in laboratory pipe line which had check structure spaced at equal distances along pipe; experiments were made for various inflows which were steady at upstream end of pipe; nonlinear momentum equation was integrated numerically to predict growth of discharge surge from one pipe reach to next; general character of results is presented; results were in good agreement with experiments. (35023)
Surging in laboratory pipeline with steady inflow
ASCE J Hydraul Div
Holley, E.R. (author)
1969
20 pages
Article (Journal)
English
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Surging in Laboratory Pipeline with Steady Inflow
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