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Civil Engineering - Water Resources Engineering - Discussion

Discussion Forum : Water Resources Engineering - Section 3 (Q.No. 46)
Water Resources Engineering
46.
If h is the loss due to friction in a pipe. Total losses in strainer and bends may be taken as
0.01 h
0.45 h
0.20 h
0.25 h
0.3 h.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
2 comments Page 1 of 1.
Dvh said:   8 years ago
The total losses in strainer and bends may be taken as 0.25 how?
Ali said:   5 years ago
Loss in strainer = 0.25h.
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