By Kaveh Hariri Asli; et al
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Additional info for Advances in control and automation of water systems
Model have referred to a fluid transient as a “Dynamic” operating case, which may also include pulsation and sudden thrust due to relief valves that pop open or rapid piping accelerations (due to an earthquake). It is advisable to investigate fluid-structure interpenetration (FSI). This Model has been found the relation between two or many of variables accordance to fluid transient as a “Dynamic” operating. 2) . 3 Laboratory Model surge wave in: (a) ideal system, (b) real system, (c) Rasht city water pipeline with surge tank and in leakage condition.
Benjamin Wylie and Victor Streeter (1993) combined the method of characteristics with computer modeling. The field of fluid transients is still rapidly evolving worldwide by Brunone et al. (2000); Koelle and Luvizotto, (1996); Filion and Karney, (2002); Hamam and McCorquodale, (1982); Savic and Walters, (1995); Walski and Lutes, (1994); Wu and Simpson, (2000). Various methods have been developed to solve transient flow in pipes . Modeling One and Two-phase Water Hammer Flows 43 Governing Equations for Unsteady (or Transient) Flow—Hydraulic transient flow is also known as unsteady fluid flow.
Parmakian, J. (1963). Water Hammer Analysis. , New York. 5. Wood, F. M. (1970). History of Water Hammer. Civil Engineering Research Report 65. 6. Wylie, E. B. and Streeter, V. L. (1993). Fluid Transients, Feb Press. 7. , Karney, B. , and Ferrante, M. (2000). Velocity profiles and unsteady pipe friction in transient flow. Journal of Water Res. Plan. Mang. ASCE 126(4), 236‑244. 8. , Luvizotto, E. , and Andrade, J. P. G. (1996). Personality Investigation of Hydraulic Networks using MOC – Method of Characteristics.
Advances in control and automation of water systems by Kaveh Hariri Asli; et al