Do last three parts Consider water flow from the upper reservoir (1) to the lower reservoir (2)through two pipes of the same diameter D=2 inches and a turbine with head ht=40 ft. Thehead loss h, associated with this flow is 4V2/(2g) for each pipe (8V2/(2g) total) where V is thevelocity in the pipes. Note, exit loss for lower pipe is included in 4V2/(29). Specific weight ofwater equals y=62.4 lb/ft³ and g=32.2 ft/s².• Calculate the flow out of the reservoir.• Calculate the power of the turbine in horsepower.• Calculate the head loss in feet.•Sketch the energy and the hydraulic grade line.• Calculate pressure at point A.• Calculate the flow if turbine is absent.turbine 110 ft60 ft2

Given:Pipe diameter, D=2 =212 ftTurbine head, ht=40 ftTotal head loss,…

Consider water flow from the upper reservoir (1) to the lower reservoir (2) through two pipes of the same diameter D=2 inches and a turbine with head h=40 ft. The head loss h, associated with this flow is 4V2/(2g) for each pipe (8V2/(2g) total) where V is the velocity in the pipes. Note, exit loss for lower pipe is included in 4V2/(2g). Specific weight of water equals y=62.4 lb/ft³ and g=32.2 ft/s². Calculate the flow out of the reservoir. Calculate the power of the turbine in horsepower. Calculate the head loss in feet. • Sketch the energy and the hydraulic grade line. • Calculate pressure at point A. Calculate the flow if turbine is absent.

Consider water flow from the upper reservoir (1) to the lower reservoir (2) through two pipes of the same diameter D=2 inches and a turbine with head h=40 ft. The head loss h, associated with this flow is 4V2/(2g) for each pipe (8V2/(2g) total) where V is the velocity in the pipes. Note, exit loss for lower pipe is included in 4V2/(2g). Specific weight of water equals y=62.4 lb/ft³ and g=32.2 ft/s². Calculate the flow out of the reservoir. Calculate the power of the turbine in horsepower. Calculate the head loss in feet. • Sketch the energy and the hydraulic grade line. • Calculate pressure at point A. Calculate the flow if turbine is absent.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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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.

Question

Do last three parts

Consider water flow from the upper reservoir (1) to the lower reservoir (2)
through two pipes of the same diameter D=2 inches and a turbine with head ht=40 ft. The
head loss h, associated with this flow is 4V2/(2g) for each pipe (8V2/(2g) total) where V is the
velocity in the pipes. Note, exit loss for lower pipe is included in 4V2/(29). Specific weight of
water equals y=62.4 lb/ft³ and g=32.2 ft/s².
• Calculate the flow out of the reservoir.
• Calculate the power of the turbine in horsepower.
• Calculate the head loss in feet.
•
Sketch the energy and the hydraulic grade line.
• Calculate pressure at point A.
• Calculate the flow if turbine is absent.
turbine 110 ft
60 ft
2

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