Civil Engineering - Hydraulics - Discussion

Discussion Forum : Hydraulics - Section 1 (Q.No. 31)

Hydraulics

31.

A pipe of 0.1 m² cross sectional area suddenly enlarges to 0.3 m² cross-sectional area. If the discharge of the pipe is 0.3 m³ /sec, the head loss is

2/g m of water

g/2 m of water

1g m of water

g m of water.

Answer: Option

Explanation:

No answer description is available. Let's discuss.

Discussion:

23 comments Page 2 of 3.

Shree said: 7 years ago

Thank you @Taba Tallum.

Vinod said: 8 years ago

Thanks for the given solution.

Kiccha said: 8 years ago

Thanks for explaining it.

Hitesh said: 8 years ago

Good, Thanks @Dineah.

Dineah prasad sao said: 9 years ago

V1 = .3/.1 = 3
V2 = .3/.3 = 1

Head loss = v^2/2g.
= (3-1)^2/2g,
= 2/g.

(1)

SAKTHIMUNIVEl said: 9 years ago

Thanks for the explanation @Taba.

Tinku said: 9 years ago

Thank you @Taba.

Srinu said: 9 years ago

Clear explanation, Thank you @Taba Tallum.

Anil said: 9 years ago

Thank you for explaining the solution @Taba.

Dar said: 9 years ago

Thanks @Taba Tallum.

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