Abstract
Results are presented on the theoretical and experimental study of the water-hammer process in a line with an annular plastic-deformation damper.
The one-shot annular plastic-deformation damper is intended to dissipate the hydraulic impact-pressure by dissipating the shock-wave energy in the plastic deformation of the inner damper wall as well as dissipating the effect of filling the damper cavity.
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Abbreviations
- x:
-
linear coordinate
- t:
-
time
- v:
-
velocity of fluid motion in line
- p:
-
fluid pressure
- ρ:
-
fluid density
- a :
-
shock-wave propagation velocity
- R:
-
damper wall radius
- δ:
-
wall thickness of line
- l :
-
length of line segment
- F:
-
cross-sectional area of the line
- V:
-
volume of line segment
- ϕ,ψ :
-
wave functions
- σ:
-
circumferential stress in damper shell
- ε:
-
relative circumferential deformation
- ε:
-
relative deformation rate
- E:
-
modulus of elasticity
- ρd :
-
density of damper-wall material
- 0:
-
initial value
- 1:
-
line entrance
- 2:
-
line exit
- f :
-
fluid
- d:
-
damper
- i=1, 2, 3,⋯:
-
interval number
References
A. E. Zhmud, Water Hammer in Hydroturbine Installations [in Russian], Gostekhizdat, 1953.
N. E. Zhukovskii, Water Hammer in Water Lines [in Russian], Izd-vo AN SSSR, 1949.
A. I. Krylov, Lectures on Approximate Calculations [in Russian], Fizmatgiz, 1949.
K. A. Rakhmatulin and O. I. Dem'yanov, Strength in Intense Transient Loading [in Russian], Fizmatgiz, 1961.
A. I. Sinyukov and I. S. Mikheev, Mechanical Properties of Metals at Different Deformation Rates and Temperatures [in Russian], Oborongiz, 1958.
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Drobyazko, B.S., Kontarev, G.I. & Makhin, V.A. Water hammer in hydraulic systems with an annular damper of plastic deformations. Fluid Dyn 3, 110–113 (1968). https://doi.org/10.1007/BF01013571
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DOI: https://doi.org/10.1007/BF01013571