Hydraulic Fluid Power. Andrea Vacca

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Hydraulic Fluid Power - Andrea Vacca

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for Case A.Find the elevation of the jet, Δh, in m, for Case A.Does the value of Δh increase/decrease, for the Case B? Calculate the Δh you get for Case B.Calculate the power requested by the electric motor.Assume the total efficiency of the pump η = 0.8.

      1 1 A significant exception to this statement is the analysis of suction conditions at the inlet of hydraulic pumps. Considerations on the suction ability of pumps as well as the occurrence of gaseous or vapor cavitation should be taken into account when determining the elevation of the reservoir with respect to the inlet port.

      2 2 In the literature, it also common to find the hydraulic resistance generally defined aswhich implies a linear relationship between flow rate and pressure drop. This will be the case of the laminar hydraulic resistance. In this book, the authors choose to distinguish the case of laminar hydraulic resistance from the case of turbulent hydraulic resistance.

      3 3 This is not exactly true for the exit section 2, as shown in the detail of the figure. However, it is usually a good approximation also because of the low velocity values that are typically present at the vena contraction.

      Flow restrictions such as orifices, flow nozzles, and venturis are known for introducing pressure losses associated with flow rate. In hydraulic control systems, the relationship between pressure drop and flow rate established by these restrictions (generally referred to as orifices) is the basis of the operating principle accomplished by most of the control elements in hydraulic systems, such as hydraulic control valves. Therefore, an entire chapter is dedicated to the orifice equation and its uses in hydraulic systems.

      The orifice equation provides the relationship between the flow rate through a generic restriction and the pressure drop across it.

      This flow condition can be well studied using the continuity and Bernoulli's equations. Then, empirical correction factors may be applied to estimate the correct flow rate, or to consider different geometrical conditions.

      Under the assumption of incompressible flow, the mass conservation written between sections 1 and 2 of Figure 4.1 gives

      (4.3)upper Q equals StartFraction normal upper Omega 2 Over StartRoot 1 minus left-parenthesis normal upper Omega 2 slash normal upper Omega 1 right-parenthesis squared EndRoot EndFraction StartRoot StartFraction 2 left-parenthesis p 1 minus p 2 right-parenthesis Over rho EndFraction EndRoot

      The actual flow area Ω2 in the vena contracta is unknown. Therefore, an empirical coefficient called the coefficient of discharge Cd is introduced in order to write the equation referring to the known value ΩO:

      The coefficient of discharge not only is a pure geometrical ratio but also accounts for other secondary but non‐negligible aspects that affect the actual flow conditions through the orifice. These are the frictional effects due to fluid viscosity and the approximated flow uniformity. For these reasons, the empirical formulas available for Cd show a primary dependency of the coefficient of discharge with the Reynolds number. Empirical formulas for Cd are available in the literature, such as in the Miller handbook [38] or the ASME standards [39].