Civil Engineering - Hydraulics - Discussion
Discussion Forum : Hydraulics - Section 1 (Q.No. 31)
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
Discussion:
23 comments Page 3 of 3.
Ravi said:
4 years ago
Nice explanation, Thanks.
Reborn said:
4 years ago
Thanks all for explaining the answer.
Arpan Dey said:
3 years ago
@All.
If pressure head and static heads are neglected then the Bernoulli equation becomes
[(V1)^2]/2.g = [(V2)^2 ]/2g+ head loss.
The answer should be 4/g mtr.
If pressure head and static heads are neglected then the Bernoulli equation becomes
[(V1)^2]/2.g = [(V2)^2 ]/2g+ head loss.
The answer should be 4/g mtr.
(3)
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