Results 301 to 310 of about 280,923 (348)
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Viscous Dispersion in Water Hammer

Journal of Basic Engineering, 1960
When a column of fluid moving with uniform velocity is instantaneously stopped at the downstream end a pressure wave is propagated upstream. In an inviscid fluid the wave is a step discontinuity, and the pressure so calculated serves as an easily obtained upper bound for all practical “water-hammer” problems, the exact solution of which may be either ...
M. L. Walker   +2 more
openaire   +1 more source

Water Hammer Causes Water Main Breaks

Journal of Pressure Vessel Technology, 2019
Abstract Most underground water main breaks can be stopped, since the technology is now available to evaluate water system piping failures and determine corrective actions. The problem is defined in terms of several variables: (1) Water hammer is the initiator of nearly all underground water main breaks.
openaire   +1 more source

Soft computing based closed form equations correlating L and N-type Schmidt hammer rebound numbers of rocks

Transportation Geotechnics, 2021
Panagiotis G Asteris   +2 more
exaly  

Practical Aspects of Water Hammer

Journal AWWA, 1948
values range from 35 per cent below to 500 per cent above. The graphic method for solving water-hammer problems effects material simplifications, and for some complex cases it offers the only practical means for calculating surge pressures. Much time and effort has been saved by the use of this method, but specialized knowledge is still required to ...
openaire   +1 more source

Water Hammer

2016
Jim Liou, E Wylie
openaire   +1 more source

WATER HAMMER

Journal of the American Society for Naval Engineers, 1909
openaire   +1 more source

Water Hammer

2007
S. Ahmad Nourbakhsh   +3 more
openaire   +1 more source

Water Hammer

Journal AWWA, 1945
openaire   +1 more source

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