Determine the energy loss in 300 m of new, uncoated 30.5 cm inside diameter cast iron pipe when water at 15°C flows at 1.5 m/s. Assume that the pipe has a roughness of 0.244 mm. Viscosity and density of water arelx 10 Pas and 1000 kg/m' respectively.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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med tve.
(b)
cast iron pipe when water at 15°C flows at 1.5 m/s. Assume that the pipe has a roughness of
0.244 mm. Viscosity and density of water are 1 x 10 Pa s and 1000 kg/m' respectively.
Determine the energy loss in 300 m of new, uncoated 30.5 cm inside diameter
fe) What are the conditions that transform the mechanical energy equation into the
Bernoulli equation? State the energy balance cquation as the Bernoulli equation.
(d) The tank below is cylindrical with a diameter of 10 m. The outlet is a cylindrical
frictionless nozzle, with a diameter 1 m. The top of the tank is open to the atmosphere. When
the level in the tank is 10 m above the centerline of the outlet, how fast is the level in the tank
falling?
M= VA
m x M x
Vn = 2n
m = VAf
Pcu/coe/158-11
Transcribed Image Text:med tve. (b) cast iron pipe when water at 15°C flows at 1.5 m/s. Assume that the pipe has a roughness of 0.244 mm. Viscosity and density of water are 1 x 10 Pa s and 1000 kg/m' respectively. Determine the energy loss in 300 m of new, uncoated 30.5 cm inside diameter fe) What are the conditions that transform the mechanical energy equation into the Bernoulli equation? State the energy balance cquation as the Bernoulli equation. (d) The tank below is cylindrical with a diameter of 10 m. The outlet is a cylindrical frictionless nozzle, with a diameter 1 m. The top of the tank is open to the atmosphere. When the level in the tank is 10 m above the centerline of the outlet, how fast is the level in the tank falling? M= VA m x M x Vn = 2n m = VAf Pcu/coe/158-11
Friction factor, f
Critical
Zone
TO
Transition
GO'O
60'0
əuoz yanos Ajjni
80'0
Mol
0.03
0.02
90'0
0.015
100
800'0
GO'O
0.006
0.04
0.03
1000
0.0006
0.025
0.02
Smooth pipes
2000 0
Rep.
500000
Drawn tuinng
Commercial steet
10 0000
0.01H Cast iron
0.009H Concrete
2.
90le 95 t
二mLIII
100000%3D
3 456 8104
Reynolds number, Re,
Friction factor for fully developed flow, Moody diagram.
Transcribed Image Text:Friction factor, f Critical Zone TO Transition GO'O 60'0 əuoz yanos Ajjni 80'0 Mol 0.03 0.02 90'0 0.015 100 800'0 GO'O 0.006 0.04 0.03 1000 0.0006 0.025 0.02 Smooth pipes 2000 0 Rep. 500000 Drawn tuinng Commercial steet 10 0000 0.01H Cast iron 0.009H Concrete 2. 90le 95 t 二mLIII 100000%3D 3 456 8104 Reynolds number, Re, Friction factor for fully developed flow, Moody diagram.
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