On Sources of Damping in Water-Hammer

Author:

Vardy Alan E.

Abstract

Various potential causes of damping of pressure waves in water-hammer-like flows are discussed, with special attention being paid to their qualitative influences on measured pressure histories. A particular purpose is to highlight complications encountered when attempting to interpret causes of unexpected behaviour in pipe systems. For clarity, each potential cause of damping is considered in isolation even though two or more could exist simultaneously in real systems and could even interact. The main phenomena considered herein are skin friction, visco-elasticity, bubbly flows and porous pipe linings. All of these cause dispersive behaviour that can lead to continual reductions in pressure amplitudes. However, not all are dissipative and, in such cases, the possibility of pressure amplification also exists. A similar issue is discussed in the context of fluid–structure interactions. Consideration is also given to wavefront superpositions that can have a strong influence on pressure histories, especially in relatively short pipes that are commonly necessary in laboratory experiments. For completeness, attention is drawn towards numerical damping in simulations and to a physical phenomenon that has previously been wrongly cited as a cause of significant damping.

Publisher

MDPI AG

Subject

Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry

Reference19 articles.

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3. Leslie, D.J., and Tijsseling, A.S. (2000, January 12–14). Travelling discontinuities in waterhammer theory—Attenuation due to friction. Proceedings of the 8th BHR Group International Conference on Pressure Surges, The Hague, The Netherlands.

4. Stability analysis of velocity profiles in water-hammer flows;Ghihaoui;J. Hydraul. Eng. ASCE,2001

5. Wall shear stress in accelerating and decelerating turbulent pipe flows;Shuy;J. Hydraul. Res. IAHR,1996

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