Problem 2:A centrifugal pump with an overall efficiency of 0.56 rotates at 1650 rpm. The flow is purely radialat the inlet of the rotor. The pump has the following characteristics:Flow rateInlet diameterOutlet diameterHeadWidth at the inletWidth at the outletLeakageMechanical lossBlade angle at the outletThe water densityAtmospheric pressure|Q=72 L/sDI = 90 mmD2 = 280 mmH= 25mbl -20 mmb2 = 18 mmq =2 L/sPm = 1.41 kWB2 = 35p = 998 kg/m³101 kPa 5) Determine the minimum number of blades required for the slip to not exceed 0.9.6) Determine the static pressure difference (P:-P1) through the impeller by using Bernoulliequation.7) Determine the available NPSH if the pump is placed 2m above the free surface of the tankand the vapor pressure is Pv = 2.43 Kpa.

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5) Determine the minimum number of blades required for the slip to not exceed 0,9. 6) Determine the static pressure difference (P2-P1) through the impeller by using Bernoulli equation. 7) Determine the available NPSH if the pump is placed 2m above the free surface of the tank and the vapor pressure is Pv = 2.43 Kpa.

5) Determine the minimum number of blades required for the slip to not exceed 0,9. 6) Determine the static pressure difference (P2-P1) through the impeller by using Bernoulli equation. 7) Determine the available NPSH if the pump is placed 2m above the free surface of the tank and the vapor pressure is Pv = 2.43 Kpa.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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