Question

1- Water flows in a 10 m long and 4 cm diameter pipe contains 4 elbows...

1-

Water flows in a 10 m long and 4 cm diameter pipe contains 4 elbows ( KL= 0.2 ) at velocity 8 m/s. Calculate the total head losses when the friction factor f=0.03

35.56 m

22.07 m

27.07 m

15.46 m

2- water flows in a 10 m long and 5 cm diameter horizontal pipe at rate 15 l/s

Calculate the pressure drop

Take the density of water 1000 kg/m3 and the dynamic viscosity 0.001 kg/m.s

74.13 kPa

96.41 kPa

102.53 kPa

85.45 kPa

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
1. Water flows in a 0.2 cm, 15-m long pipe at 1.2 m/s. Determine the flow...
1. Water flows in a 0.2 cm, 15-m long pipe at 1.2 m/s. Determine the flow regime, the pressure drop across the pipe, in kPa, the head loss through the pipe in m and the volume flow rate through the pipe, in L/s. [8-31*]
Water flows through a pipe of 5mm in diameter with a mean velocity of 0.2 m/s....
Water flows through a pipe of 5mm in diameter with a mean velocity of 0.2 m/s. The dynamic viscosity of the water is given as 10-3 Pa s. Establish whether the equation f = 64/Re may be used to calculate the friction factor for this flow.
Given the oil sythetic motor at 20°C through a 5 cm diameter smooth pipe at 1...
Given the oil sythetic motor at 20°C through a 5 cm diameter smooth pipe at 1 million N/h with density, ρ = 891 kg/m3 and dynamic viscosity, µ = 0.29 kg/m.s. Determine the type of flow with the detail calculation.
A 2 m long pipe with a diameter of 30 cm carries a fluid of density...
A 2 m long pipe with a diameter of 30 cm carries a fluid of density 1051 kg/m3 and kinematic viscosity of 1.72 X 10^-5 m2/s . If the fluid in the center of the pipe is traveling at 5.5 m/s, what is the force needed to keep the pipe in place. Use the Blassius solution where needed.
A smooth pipe 30 cm in diameter and 100 m long has a flush entrance and...
A smooth pipe 30 cm in diameter and 100 m long has a flush entrance and a submerged discharge. The velocity is 3 m/s. If the flowing water has a kinematic viscosity of v=1.16x10^-6 m² /s, What is the total head loss, hL?
Water, with a density of ?=1185 kg/m3 , flows in a horizontal pipe. In one segment...
Water, with a density of ?=1185 kg/m3 , flows in a horizontal pipe. In one segment of the pipe, the flow speed is ?1=7.13 m/s . In a second segment, the flow speed is ?2=1.57 m/s . What is the difference between the pressure in the second segment ( ?2 ) and the pressure in the first segment ( ?1 )? P2-P1 = A liquid of density 1110 kg/m3 flows steadily through a pipe of varying diameter and height. At...
Water (T = 20°C, v = 1 × 10-6 m2 /s) flows at a rate of...
Water (T = 20°C, v = 1 × 10-6 m2 /s) flows at a rate of 0.2 m3 /s in a 50 cm concrete pipe (e = 0.3 mm). The pipe is 1500 m long. Using Darcy-Weisbach equation, calculate the head loss in the pipe?  
A 250 mm diameter of cast iron pipe flows 39.3 L/s of SAE 10 oil along...
A 250 mm diameter of cast iron pipe flows 39.3 L/s of SAE 10 oil along 500 m length. Given: dynamic viscosity, μ and density, ρ of SAE 10 oil are 1.04 x 10-1 Ns/m2 and 917 kg/m3 respectively. By assuming the flow is laminar, determine energy head and pressure loss due to pipe friction using Hagen-Poiseuille equation and friction factor, f.
A 2.0 cm -diameter venturi flowmeter is inserted in a 3.0 cm -diameter pipe carrying water...
A 2.0 cm -diameter venturi flowmeter is inserted in a 3.0 cm -diameter pipe carrying water (density =1000 kg/m3). The pressure difference between venturi and unconstricted pipe is 15 kPa. What is the flow speed in the pipe? What is the volume flow rate?
A liquid of density 1.33 × 103 kg/m3 flows steadily through a pipe of varying diameter...
A liquid of density 1.33 × 103 kg/m3 flows steadily through a pipe of varying diameter and height. At location 1 along the pipe the flow speed is 9.15 m/s and the pipe diameter is 11.5 cm. At location 2 the pipe diameter is 17.3 cm. At location 1 the pipe is 9.89 m higher than it is at location 2. Ignoring viscosity, calculate the difference between the fluid pressure at location 2 and the fluid pressure at location 1.
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT