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By Kaveh Hariri Asli; et al

ISBN-10: 1926895223

ISBN-13: 9781926895222

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High pressures resulting from the collapse of vapor pockets are analogous to cavitations in a pump: they primarily accelerate wear and tear, but they can burst a pipe by overcoming its surge-tolerance limit. Sub atmospheric or even full-vacuum pressures can combine with overburden and groundwater pressures to collapse pipes by buckling failure. Groundwater can also be sucked into the piping. High transient flows—these can result in significant degradation of water quality as deposits and rust are loosened and entrained at high velocities.

7) The characteristic wave celerity (a) is the speed with which a disturbance moves through a fluid. Sec–¹) or 1,438 (m. sec–¹) or 340 (m. Sec–¹) for air. Injecting a small percentage of small air bubbles can lower the effective wave speed of the fluid/air mixture, provided it remains well mixed. This is difficult to achieve in practice, because diffusers may malfunction and air bubbles may come out of suspension and coalesce or even buoy to the top of pipes and accumulate at elbows, for example.

Water hammer analysis and formulation. 8th Conference on Ministry of Energetic works at research week. Tehran, Iran. 15. Hariri, K. (2007g). Water hammer and fluid condition. 8th Conference on Ministry of Energetic works at research week. Tehran, Iran. 16. Hariri, K. (2007h). Water hammer and pump pulsation. 8th Conference on Ministry of Energetic works at research week. Tehran, Iran. 17. Hariri, K. (2007i). Reynolds number and hydrodynamics’ instability. 8th Conference on Ministry of Energetic works at research week.

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Advances in control and automation of water systems by Kaveh Hariri Asli; et al


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