Example 5&6.5: Water is drawn into the pump, such that the pressure at the inlet A is -30 kPa and the pressure at B is 120 kPa. The discharge at B is 0.15 m³/s. Neglect friction losses. The pipe has a constant diameter of 100 mm. Take h = 1.5 m. Draw the energy and hydraulic grade lines for the pipe ACB. Figure E5&6.5 B h

Example 5&6.5: Water is drawn into the pump, such that the pressure at the inlet A is -30 kPa and the pressure at B is 120 kPa. The discharge at B is 0.15 m³/s. Neglect friction losses. The pipe has a constant diameter of 100 mm. Take h = 1.5 m. Draw the energy and hydraulic grade lines for the pipe ACB. Figure E5&6.5 B h

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Applied Fluid Mechanics

A fluid is a substance that is continuously deformed by the application of shear stress. The rate of deformation of a fluid depends on its viscosity. The fluid tries to flow when it interacts with some other system.

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Example 5&6.5: Water is drawn into the pump, such that the pressure at the inlet A is -30 kPa and the
pressure at B is 120 kPa. The discharge at B is 0.15 m³/s. Neglect friction losses. The pipe has a constant
diameter of 100 mm. Take h = 1.5 m. Draw the energy and hydraulic grade lines for the pipe ACB.
Figure E5&6.5
B

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