engineering recuitment GATE ME 2023-24 Test Series Fluid Mechanics Flow Through Pipes Types of Minor Losses in Pipe
A pipe of 10 cm diameter & 5 m in length carries water from the reservoir to an overhead tank which is 3 m vertically above the reservoir at 3 m/s velocity as shown in the figure. If the bend coefficient and friction coefficient are 0.3 & 0.04 respectively find the power required to lift the water in kW. [round off to two decimal places] (Neglect the entry and exit losses)
Enter numerical value using the virtual keypad. Round off where necessary.