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Valve stroking to control water hammer
Equations for closing of valve at downstream end of pipe line leading from reservoir so that maximum permitted pipe stress is not exceeded and pressures remain above their steady-state values at all times; hydraulic grade line is established in first unit of time that is linear and yields maximum permitted pipe stress; equations may be applied to digital-computer solutions; valve opening equations are also developed to avoid pressures in excess of steady-state values.
Valve stroking to control water hammer
Equations for closing of valve at downstream end of pipe line leading from reservoir so that maximum permitted pipe stress is not exceeded and pressures remain above their steady-state values at all times; hydraulic grade line is established in first unit of time that is linear and yields maximum permitted pipe stress; equations may be applied to digital-computer solutions; valve opening equations are also developed to avoid pressures in excess of steady-state values.
Valve stroking to control water hammer
ASCE -- Proc (J Hydraulics Div)
Streeter, V.L. (Autor:in)
1963
28 pages
Aufsatz (Zeitschrift)
Englisch
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