E A pump is installed in a pipeline of diameter of 0.2 m. Close to the pump gauges are installed on bothsides. The gauge installed on the suction side indicates a pressure of 0.25 m vacuum of mercury andthe gauge installed on the delivery side indicates a pressure of 40 m of water. A venturimeter 0.2 mx 0.1 m is also installed to measure the discharge of water flowing through the pipeline. The differentialmanometer installed between the main and the throat shows a deflection of 0.3 m of mercury (13.6).Taking coefficient of discharge for venturimeter as 1.0 compute the pump power in kW.

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E A pump is installed in a pipeline of diameter of 0.2 m. Close to the pump gauges are installed on both sides. The gauge installed on the suction side indicates a pressure of 0.25 m vacuum of mercury and the gauge installed on the delivery side indicates a pressure of 40 m of water. A venturimeter 0.2 m * 0.1 m is also installed to measure the discharge of water flowing through the pipeline. The differential manometer installed between the main and the throat shows a deflection of 0.3 m of mercury (13.6). Taking coefficient of discharge for venturimeter as 1.0 compute the pump power in kW.

E A pump is installed in a pipeline of diameter of 0.2 m. Close to the pump gauges are installed on both sides. The gauge installed on the suction side indicates a pressure of 0.25 m vacuum of mercury and the gauge installed on the delivery side indicates a pressure of 40 m of water. A venturimeter 0.2 m * 0.1 m is also installed to measure the discharge of water flowing through the pipeline. The differential manometer installed between the main and the throat shows a deflection of 0.3 m of mercury (13.6). Taking coefficient of discharge for venturimeter as 1.0 compute the pump power in kW.

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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