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Analysis of hydraulic transients in pipe lines caused by failure of power to pumps is undertaken, using dimensionless-homologous pump data and method of characteristics equations for water hammer; equations are solved by means of high-speed digital computer; effects of large friction heads as compared with large gravity heads are examined, together with effects of diameter change and valve closure timing.
Analysis of hydraulic transients in pipe lines caused by failure of power to pumps is undertaken, using dimensionless-homologous pump data and method of characteristics equations for water hammer; equations are solved by means of high-speed digital computer; effects of large friction heads as compared with large gravity heads are examined, together with effects of diameter change and valve closure timing.
Waterhammer analysis of pipelines
ASCE -- Proc (J Hydraulics Div)
Streeter, V.L. (author)
1964
22 pages
Article (Journal)
English
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Waterhammer Analysis of Pipelines
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Discussion of “Waterhammer Analysis of Pipelines”
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Discussion of “Waterhammer Analysis of Pipelines”
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