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 2 of 3.
Kiccha said:
8 years ago
Thanks for explaining it.
Vinod said:
8 years ago
Thanks for the given solution.
Shree said:
7 years ago
Thank you @Taba Tallum.
Rajesh said:
7 years ago
Thank you somuch.
(2)
Amare Yihunie said:
7 years ago
Q1 = A1 * V1,
V1 = Q1/A1,
Q = 0.3,
A1 = 0.1,
V = 0.3/0.1 = 3.
Q2 = Q1 = 0.3.
= A2 * V2,
V2 = Q2/A2, 0.3/0.1=1.
HL = (V1-V2)^2/2g,(3-1)^2/2g.
=2^2/2g,4/2g,
=2/g.
V1 = Q1/A1,
Q = 0.3,
A1 = 0.1,
V = 0.3/0.1 = 3.
Q2 = Q1 = 0.3.
= A2 * V2,
V2 = Q2/A2, 0.3/0.1=1.
HL = (V1-V2)^2/2g,(3-1)^2/2g.
=2^2/2g,4/2g,
=2/g.
(20)
Girish said:
7 years ago
Nice explanation @Taba Tallbum & @Amare.
Mukesh yadav said:
6 years ago
Thanks for explaining @Taba Tallum.
Rabin Das said:
6 years ago
Thanks all.
Venkatesh said:
5 years ago
Thanks all for explaining the answer clearly.
Ipsa said:
5 years ago
Thanks for explaining @Taba Tallbum.
(1)
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers